Composite material

A composite material (also called a composition material or shortened to composite, which is the common name) is a material produced from two or more constituent materials with notably dissimilar chemical or physical properties that, when merged, create a material with properties, unlike the individual elements. The individual components remain separate and distinct within the finished structure, distinguishing composites from mixtures and solid solutions.[1][2]

Composites are formed by combining materials together to form an overall structure with properties that differ from that of the individual components
A black carbon fibre (used as a reinforcement component) compared to a human hair

People may prefer new material for many reasons. Typical examples include materials which are less expensive, lighter or stronger when compared to traditional materials.

More recently, researchers have also begun to actively include sensing, actuation, computation and communication into composites,[3] which are known as Robotic Materials.[4]

Typical engineered composite materials include:

Composite materials are generally used for buildings, bridges, and structures such as boat hulls, swimming pool panels, racing car bodies, shower stalls, bathtubs, storage tanks, imitation granite and cultured marble sinks and countertops.

The most advanced examples perform routinely on spacecraft and aircraft in demanding environments.[5]

HistoryEdit

The earliest composite materials were made from straw and mud combined to form bricks for building construction. Ancient brick-making was documented by Egyptian tomb paintings.[citation needed]

Wattle and daub is one of the oldest composite materials, at over 6000 years old.[6] Concrete is also a composite material, and is used more than any other synthetic material in the world. As of 2006, about 7.5 billion cubic metres of concrete are made each year—more than one cubic metre for every person on Earth.[7]

  • Woody plants, both true wood from trees and such plants as palms and bamboo, yield natural composites that were used prehistorically by mankind and are still used widely in construction and scaffolding.
  • Plywood 3400 BC[8] by the Ancient Mesopotamians; gluing wood at different angles gives better properties than natural wood.
  • Cartonnage layers of linen or papyrus soaked in plaster dates to the First Intermediate Period of Egypt c. 2181–2055 BC[8] and was used for death masks.
  • Cob mud bricks, or mud walls, (using mud (clay) with straw or gravel as a binder) have been used for thousands of years.
  • Concrete was described by Vitruvius, writing around 25 BC in his Ten Books on Architecture, distinguished types of aggregate appropriate for the preparation of lime mortars. For structural mortars, he recommended pozzolana, which were volcanic sands from the sandlike beds of Pozzuoli brownish-yellow-gray in colour near Naples and reddish-brown at Rome. Vitruvius specifies a ratio of 1 part lime to 3 parts pozzolana for cements used in buildings and a 1:2 ratio of lime to pulvis Puteolanus for underwater work, essentially the same ratio mixed today for concrete used at sea.[9] Natural cement-stones, after burning, produced cements used in concretes from post-Roman times into the 20th century, with some properties superior to manufactured Portland cement.
  • Papier-mâché, a composite of paper and glue, has been used for hundreds of years.
  • The first artificial fibre reinforced plastic was a combination of fiber glass and bakelite, performed in 1935 by Al Simison and Arthur D Little in Owens Corning Company[10]
  • One of the most common and familiar composite is fibreglass, in which small glass fibre are embedded within a polymeric material (normally an epoxy or polyester). The glass fibre is relatively strong and stiff (but also brittle), whereas the polymer is ductile (but also weak and flexible). Thus the resulting fibreglass is relatively stiff, strong, flexible, and ductile.

ExamplesEdit

Composite materialsEdit

 
Concrete is a mixture of cement and aggregate, giving a robust, strong material that is very widely used.
 
Plywood is used widely in construction
 
Composite sandwich structure panel used for testing at NASA

Concrete is the most common artificial composite material of all and typically consists of loose stones (aggregate) held with a matrix of cement. Concrete is an inexpensive material, and will not compress or shatter even under quite a large compressive force.[11] However, concrete cannot survive tensile loading[12] (i.e., if stretched it will quickly break apart). Therefore, to give concrete the ability to resist being stretched, steel bars, which can resist high stretching forces, are often added to concrete to form reinforced concrete.

Fibre-reinforced polymers include carbon fiber reinforced polymer and glass-reinforced plastic. If classified by matrix then there are thermoplastic composites, short fibre thermoplastics, long fibre thermoplastics or long fibre-reinforced thermoplastics. There are numerous thermoset composites, including paper composite panels. Many advanced thermoset polymer matrix systems usually incorporate aramid fibre and carbon fibre in an epoxy resin matrix.

Shape memory polymer composites are high-performance composites, formulated using fibre or fabric reinforcement and shape memory polymer resin as the matrix. Since a shape memory polymer resin is used as the matrix, these composites have the ability to be easily manipulated into various configurations when they are heated above their activation temperatures and will exhibit high strength and stiffness at lower temperatures.[citation needed] They can also be reheated and reshaped repeatedly without losing their material properties.[citation needed] These composites are ideal[citation needed] for applications such as lightweight, rigid, deployable structures; rapid manufacturing; and dynamic reinforcement.

High strain composites are another type of high-performance composites that are designed to perform in a high deformation setting and are often used in deployable systems where structural flexing is advantageous.[citation needed] Although high strain composites exhibit many similarities to shape memory polymers, their performance is generally dependent on the fibre layout as opposed to the resin content of the matrix.

Composites can also use metal fibres reinforcing other metals, as in metal matrix composites (MMC) or ceramic matrix composites (CMC), which includes bone (hydroxyapatite reinforced with collagen fibres), cermet (ceramic and metal) and concrete. Ceramic matrix composites are built primarily for fracture toughness, not for strength. Another class of composite materials involve woven fabric composite consisting of longitudinal and transverse laced yarns. Woven fabric composites are flexible as they are in form of fabric.

Organic matrix/ceramic aggregate composites include asphalt concrete, polymer concrete, mastic asphalt, mastic roller hybrid, dental composite, syntactic foam and mother of pearl. Chobham armour is a special type of composite armour used in military applications.

Additionally, thermoplastic composite materials can be formulated with specific metal powders resulting in materials with a density range from 2 g/cm³ to 11 g/cm³ (same density as lead). The most common name for this type of material is "high gravity compound" (HGC), although "lead replacement" is also used. These materials can be used in place of traditional materials such as aluminium, stainless steel, brass, bronze, copper, lead, and even tungsten in weighting, balancing (for example, modifying the centre of gravity of a tennis racquet), vibration damping, and radiation shielding applications. High density composites are an economically viable option when certain materials are deemed hazardous and are banned (such as lead) or when secondary operations costs (such as machining, finishing, or coating) are a factor.

A sandwich-structured composite is a special class of composite material that is fabricated by attaching two thin but stiff skins to a lightweight but thick core. The core material is normally low strength material, but its higher thickness provides the sandwich composite with high bending stiffness with overall low density.

Wood is a naturally occurring composite comprising cellulose fibres in a lignin and hemicellulose matrix. Engineered wood includes a wide variety of different products such as wood fibre board, plywood, oriented strand board, wood plastic composite (recycled wood fibre in polyethylene matrix), Pykrete (sawdust in ice matrix), Plastic-impregnated or laminated paper or textiles, Arborite, Formica (plastic) and Micarta. Other engineered laminate composites, such as Mallite, use a central core of end grain balsa wood, bonded to surface skins of light alloy or GRP. These generate low-weight, high rigidity materials.

Particulate composites have particle as filler material dispersed in matrix, which may be nonmetal, such as glass, epoxy. Automobile tire is an example of particulate composite.

Advanced diamond-like carbon (DLC) coated polymer composites have been reported[13] where the coating increases the surface hydrophobicity, hardness and wear resistance.

ProductsEdit

Fibre-reinforced composite materials have gained popularity (despite their generally high cost) in high-performance products that need to be lightweight, yet strong enough to take harsh loading conditions such as aerospace components (tails, wings, fuselages, propellers), boat and scull hulls, bicycle frames and racing car bodies. Other uses include fishing rods, storage tanks, swimming pool panels, and baseball bats. The Boeing 787 and Airbus A350 structures including the wings and fuselage are composed largely of composites. Composite materials are also becoming more common in the realm of orthopedic surgery, and it is the most common hockey stick material.

Carbon composite is a key material in today's launch vehicles and heat shields for the re-entry phase of spacecraft. It is widely used in solar panel substrates, antenna reflectors and yokes of spacecraft. It is also used in payload adapters, inter-stage structures and heat shields of launch vehicles. Furthermore, disk brake systems of airplanes and racing cars are using carbon/carbon material, and the composite material with carbon fibres and silicon carbide matrix has been introduced in luxury vehicles and sports cars.

In 2006, a fibre-reinforced composite pool panel was introduced for in-ground swimming pools, residential as well as commercial, as a non-corrosive alternative to galvanized steel.

In 2007, an all-composite military Humvee was introduced by TPI Composites Inc and Armor Holdings Inc, the first all-composite military vehicle. By using composites the vehicle is lighter, allowing higher payloads. In 2008, carbon fibre and DuPont Kevlar (five times stronger than steel) were combined with enhanced thermoset resins to make military transit cases by ECS Composites creating 30-percent lighter cases with high strength.

Pipes and fittings for various purpose like transportation of potable water, fire-fighting, irrigation, seawater, desalinated water, chemical and industrial waste, and sewage are now manufactured in glass reinforced plastics.

Composite materials used in tensile structures for facade application provides the advantage of being translucent. The woven base cloth combined with the appropriate coating allows better light transmission. This provides a very comfortable level of illumination compared to the full brightness of outside. [14]

The wings of wind turbines, in growing sizes in the order of 50 m length are fabricated in composites since several years.

Two-lower-leg-amputees run on carbon-composite spring-like artificial feet as quick as healthy sportsmen.

High pressure gas cylinders typically about 7–9 litre volume x 300 bar pressure for firemen are nowadays constructed from carbon composite. Type-4-cylinders include metal only as boss that carries the thread to screw in the valve.

On 5 September 2019, HMD Global unveiled the Nokia 6.2 and Nokia 7.2 which are claimed to be using polymer composite for the frames.

OverviewEdit

 
Carbon fibre composite part.

Composite materials are created from individual materials referred to as constituent materials. There are two main categories of constituent materials: matrix (binder) and reinforcement. One portion of each kind is needed at least. The matrix material encloses and supports the reinforcement materials by maintaining their relative positions. The reinforcements allow their special mechanical and physical properties to improve the matrix properties. A synergism produces material properties unavailable from the individual constituent materials, while the wide variety of matrix and strengthening materials enables the designer of the product or structure to adopt the most desirable combination.

Engineered composites must be formed to shape. The matrix can be established to the reinforcement before or after the reinforcement material. It is placed onto the mould surface or into the mould cavity. The matrix undergoes a melding event, after which the part shape is set necessarily. This melding event can happen in several ways, depending upon the nature of the matrix material, such as chemical polymerization for a thermoset polymer matrix, or solidification from the melted state for a thermoplastic polymer matrix composite.

Various moulding methods can be used according to the end-item design necessities. The key factors influencing the methodology are the natures of the chosen matrix and reinforcement. Another main factor is the gross quantity of material to be made. Vast quantities can be used to support high capital investments for rapid and automated manufacturing technology. Small production quantities are accommodated with cheaper capital investments but higher labour and tooling expenses at a correspondingly slower rate.

Many commercially produced composites use a polymer matrix material often called a resin solution. There are many different polymers available depending upon the starting raw ingredients. There are several broad categories, each with numerous variations. The most common are known as polyester, vinyl ester, epoxy, phenolic, polyimide, polyamide, polypropylene, PEEK, and others. The reinforcement materials are often fibres but also commonly ground minerals. The various methods described below have been developed to reduce the resin content of the final product, or the fibre content is increased. As a rule of thumb, lay up results in a product containing 60% resin and 40% fibre, whereas vacuum infusion gives a final product with 40% resin and 60% fibre content. The strength of the product is greatly dependent on this ratio.

Martin Hubbe and Lucian A Lucia consider wood to be a natural composite of cellulose fibres in a matrix of lignin.[15][16]

ConstituentsEdit

MatricesEdit

OrganicEdit

Common matrices are Polymers (mainly utilized for fibre reinforced plastics). Often, road surfaces are constructed from asphalt concrete which utilizes bitumen as a matrix. Mud (wattle and daub) has observed considerable use. Usually, most common polymer-based composite materials, including carbon fibre, fibreglass and Kevlar, involve two parts at least, the resin and the substrate.

Polyester resin favours to have a yellowish tint and is suitable for most backyard projects. Its flaws are that it is UV sensitive and can tend to deteriorate over time, and thus usually is also coated to help protect it. It is often utilized in the construction of surfboards and for marine applications. Its hardener is a peroxide, often MEKP (methyl ethyl ketone peroxide). When the peroxide is combined with the resin, it decomposes to create free radicals, which begin the curing reaction. In these systems, hardeners are often called catalysts, but they do not meet the strictest chemical definition of a catalyst as they do not re-appear unchanged at the end of the reaction.

Vinyl ester resin points to have a purplish to bluish to greenish tint. This resin has a lower viscosity than polyester resin and is more transparent. Usually, this resin is billed as being fuel resistant but will melt in contact with gasoline. It tends to be more resistant over time to degradation than polyester resin and is more flexible. It utilizes the same hardeners as polyester resin (at a similar mix ratio), and the price is identical nearly.

Epoxy resin is, when cured, nearly transparent. Epoxy is utilized as a structural matrix material or as a structural glue in the aerospace industry.

Shape memory polymer (SMP) resins, depending on their formulation, have varying visual characteristics. These resins may be acrylate-based, which can be utilized in very cold temperature applications, such as for sensors that show whether perishable goods have warmed above a particular maximum temperature; cyanate-ester-based, which are utilized in space applications; epoxy-based, which can be utilized for auto body and outdoor equipment repairs. These resins are unique in that their shape can be regularly modified by heating above their glass transition temperature (Tg). They become elastic and flexible when heated, allowing for easy configuration. They will maintain their new shape once they are cooled. The resins will return to their original shapes when they are reheated above their Tg. The benefit of shape memory polymer resins is that without losing their material properties, they can be shaped and reshaped regularly. These resins can be utilized in fabricating shape memory composites.

Traditional materials such as glues, muds have traditionally been used as matrices for adobe and papier-mâché.

InorganicEdit

Cement (concrete), ceramics, sometimes glasses and metals are employed. Unusual matrices such as ice are sometimes proposed as in pykecrete.

ReinforcementsEdit

FibreEdit

 
Differences in the way the fibres are laid out give different strengths and ease of manufacture

Reinforcement adds rigidity normally and prevents crack propagation considerably. Thin fibres can have very high strength and provided they are well-attached mechanically to the matrix they can increase substantially the overall properties of the composite.

Fibre-reinforced composite materials can be divided into two main categories. They are continuous fibre-reinforced materials and short fibre-reinforced materials. Continuously reinforced materials will constitute a layered or laminated structure usually. The continuous and woven fibre styles are available usually in a variety of forms, being pre-impregnated with the given matrix (resin), dry, uni-directional tapes of different widths, plain weave, harness satins, braided, and stitched.

The long and short fibres are employed usually in compression moulding and sheet moulding operations. These come in the form of flakes, chips, and random mate (which can also be made from a continuous fibre laid randomly till the desired thickness of the ply/laminate is attained).

Common fibres used for reinforcement include glass fibres, carbon fibres, cellulose (wood/paper fibre and straw) and high strength polymers, for example, aramid. Silicon carbide fibres are utilized for some high-temperature applications.

Particle

Particle reinforcement adds a similar effect to precipitation hardening in metals and ceramics. Large particles impede dislocation movement and crack propagation as well as contribute to the composite's Young's Modulus. In general, particle reinforcement effect on Young's Modulus lies between values predicted by

 

as a lower bound and

 

as an upper bound.

Therefore, it can be expressed as a linear combination of contribution from the matrix and some weighted contribution from the particles.

 

Where Kc is an experimentally derived constant between 0 and 1. This range of values for Kc reflects that particle reinforced composites are not characterized by the isostrain condition.

Similarly, the tensile strength can be modeled in an equation of similar construction where Ks is a similarly bounded constant not necessarily of the same value of Kc[17]

 

The true value of Kc and Ks vary based on factors including particle shape, particle distribution, and particle/matrix interface. Knowing these parameters, the mechanical properties can be modeled based on effects from grain boundary strengthening, dislocation strengthening, and Orowan strengthening.[18]

The most common particle reinforced composite is concrete, which is a mixture of gravel and sand usually strengthened by addition of small rocks or sand. Metals are often reinforced with ceramics to increase strength at the cost of ductility. Finally polymers and rubber are often reinforced with carbon black, commonly used in auto tires.[19]

CoresEdit

Several composite layup designs also involve a co-curing or post-curing of the prepreg with various other media, such as foam or honeycomb. Generally, this is called a sandwich structure. This is a more general layup for the manufacture of cowlings, doors, radomes or non-structural parts.

Open- and closed-cell-structured foams like polyvinylchloride, polyurethane, polyethylene or polystyrene foams, balsa wood, syntactic foams, and honeycombs are generally utilized core materials. Open- and closed-cell metal foam can also be utilized as core materials. Recently, 3D graphene structures ( also called graphene foam) have also been employed as core structures. A recent review by Khurram and Xu et al., have provided the summary of the state-of-the-art techniques for fabrication of the 3D structure of graphene, and the examples of the use of these foam like structures as a core for their respective polymer composites.[20]

Semi-Crystalline PolymersEdit

Although the two phases are chemically equivalent, semi-crystalline polymers can be described both quantitatively and qualitatively as composite materials. The crystalline portion has a higher elastic modulus and provides reinforcement for the less stiff, amorphous phase. Polymeric materials can range from 0% to 100%[21] crystallinity aka volume fraction depending on molecular structure and thermal history. Different processing techniques can be employed to vary the percent crystallinity in these materials and thus the mechanical properties of these materials as described in the physical properties section. This effect is seen in a variety of places from industrial plastics like polyethylene shopping bags to spiders which can produce silks with different mechanical properties.[22] In many cases these materials act like particle composites with randomly dispersed crystals known as spherulites. However they can also be engineered to be anisotropic and act more like fiber reinforced composites.[23] In the case of spider silk, the properties of the material can even be dependent on the size of the crystals, independent of the volume fraction.[24] Ironically, single component polymeric materials are some of the most easily tunable composite materials known.

Fabrication methodsEdit

Composites fabrication is achieved by a wide variety of methods, including:

Normally, fabrication of composite includes wetting, mixing or saturating the reinforcement with the matrix, and then inducing the matrix to bind together (with heat or a chemical reaction) into a rigid structure. Usually, the operation is[citation needed] done in an open or closed forming mould, but the order and ways of introducing the constituents vary considerably.

Overview of mouldEdit

The reinforcing and matrix materials are merged, compacted, and cured (processed) within a mould to undergo a melding event. The part shape is fundamentally set after the melding event, although it can deform under particular process conditions. The melding event is a curing reaction that is started by the prospect of extra heat or chemical reactivity such as an organic peroxide, for a thermoset polymer matrix material. The melding event is a solidification from the melted state for a thermoplastic polymeric matrix material. The melding event is a fusing at high pressure and a temperature near the melting point for a metal matrix material such as titanium foil.

For many moulding methods, it is useful to refer to one mould piece as a "lower" mould and another mould piece as an "upper" mould. Lower and upper refer to the different faces of the moulded panel, not the mould's configuration in space. In this convention, there is always a lower mould, and sometimes an upper mould. Part construction occurs by applying materials to the lower mould. Lower mould and upper mould are more generalized descriptors than more common and specific terms such as male side, female side, a-side, b-side, tool side, bowl, hat, mandrel, etc. Continuous manufacturing utilizes a different nomenclature.

Usually, the moulded product is referred to as a panel. It can be referred to as casting for certain geometries and material combinations. It can be referred to as a profile for certain continuous processes. Some of the processes are vacuum bag moulding, pressure bag moulding, autoclave moulding resin transfer moulding and light resin transfer moulding.

Other fabrication methodsEdit

Other types of fabrication include casting, centrifugal casting, braiding (onto a former), continuous casting,  filament winding, press moulding, transfer moulding, pultrusion moulding and slip forming. There are also forming capabilities including CNC filament winding, vacuum infusion, wet lay-up, compression moulding, and thermoplastic moulding, to name a few. The practice of curing ovens and paint booths is also required for some projects.

Finishing methodsEdit

The composite parts finishing is also crucial in the final design. Many of these finishes will involve rain-erosion coatings or polyurethane coatings.

ToolingEdit

The mould and mould inserts are referred to as "tooling." The mould/tooling can be built from different materials. Tooling materials include aluminium, carbon fibre, invar, nickel, reinforced silicone rubber and steel. The tooling material selection is normally based on, but not limited to, the coefficient of thermal expansion, expected number of cycles, end item tolerance, desired or expected surface condition, cure method, glass transition temperature of the material being moulded, moulding method, matrix, cost and other various considerations.

Physical propertiesEdit

 
Plot of the overall strength of a composite material as a function of fiber volume fraction limited by the upper bound (isostrain) and lower bound (isostress) conditions.

Usually, the composite's physical properties are not isotropic (independent of the direction of applied force) in nature. But they are typically anisotropic (different depending on the direction of the applied force or load). For instance, the composite panel's stiffness will usually depend upon the orientation of the applied forces and/or moments. The composite's strength is bounded by two loading conditions, as shown in the plot to the right.

Isostrain rule of mixturesEdit

If both the fibres and matrix are aligned parallel to the loading direction, the deformation of both phases will be the same (assuming there is no delamination at the fibre-matrix interface). This isostrain condition provides the upper bound for composite strength, and is determined by the rule of mixtures:

 
Figure a) shows the isostress condition where the composite materials are perpendicular to the applied force and b) is the isostrain condition that has the layers parallel to the force.[25]

 

where EC is the effective composite Young's modulus, and Vi and Ei are the volume fraction and Young's moduli, respectively, of the composite phases.

For example, a composite material made up of α and β phases as shown in the figure to the right under isostrain, the Young's modulus would be as follows:

 
where Vα and Vβ are the respective volume fractions of each phase. This can be derived by considering that in the isostrain case,
 
Assuming that the composite has a uniform cross section, the stress on the composite is a weighted average between the two phases,
 
The stresses in the individual phases are given by Hooke's Law,
 
 
Combining these equations gives that the overall stress in the composite is
 
Then it can be shown that
 

Isostress rule of mixturesEdit

The lower bound is dictated by the isostress condition, in which the fibres and matrix are oriented perpendicularly to the loading direction:

 
and now the strains become a weighted average
 
Rewriting Hooke's Law for the individual phases
 
 
This leads to
 
From the definition of Hooke's Law
 
and in general
 

Following the example above, if one had a composite material made up of α and β phases under isostress conditions as shown in the figure to the right, the composition Young's modulus would be:

 
The isostrain condition implies that under an applied load, both phases experience the same strain but will feel different stress. Comparatively, under isostress conditions both phases will feel the same stress but the strains will differ between each phase. A generalized equation for any loading condition between isostrain and isostress can be written as:[26]

 

where X is a material property such as modulus or stress, c, m, and r stand for the properties of the composite, matrix, and reinforcement materials respectively, and n is a value between 1 and −1.

The above equation can be further generalized beyond a two phase composite to an m-component system:

 

Though composite stiffness is maximized when fibres are aligned with the loading direction, so is the possibility of fibre tensile fracture, assuming the tensile strength exceeds that of the matrix. When a fibre has some angle of misorientation θ, several fracture modes are possible. For small values of θ the stress required to initiate fracture is increased by a factor of (cos θ)−2 due to the increased cross-sectional area (A cos θ) of the fibre and reduced force (F/cos θ) experienced by the fibre, leading to a composite tensile strength of σparallel /cos2 θ where σparallel is the tensile strength of the composite with fibres aligned parallel with the applied force.

Intermediate angles of misorientation θ lead to matrix shear failure. Again the cross sectional area is modified but since shear stress is now the driving force for failure the area of the matrix parallel to the fibres is of interest, increasing by a factor of 1/sin θ. Similarly, the force parallel to this area again decreases (F/cos θ) leading to a total tensile strength of τmy /sinθ cosθ where τmy is the matrix shear strength.

Finally, for large values of θ (near π/2) transverse matrix failure is the most likely to occur, since the fibres no longer carry the majority of the load. Still, the tensile strength will be greater than for the purely perpendicular orientation, since the force perpendicular to the fibres will decrease by a factor of 1/sin θ and the area decreases by a factor of 1/sin θ producing a composite tensile strength of σperp /sin2θ where σperp is the tensile strength of the composite with fibres align perpendicular to the applied force.[27]

 
The graph depicts the three fracture modes a composite material may experience depending on the angle of misorientation relative to aligning fibres parallel to the applied stress.

The majority of commercial composites are formed with random dispersion and orientation of the strengthening fibres, in which case the composite Young's modulus will fall between the isostrain and isostress bounds. However, in applications where the strength-to-weight ratio is engineered to be as high as possible (such as in the aerospace industry), fibre alignment may be tightly controlled.

Panel stiffness is also dependent on the design of the panel. For instance, the fibre reinforcement and matrix used, the method of panel build, thermoset versus thermoplastic, and type of weave.

In contrast to composites, isotropic materials (for example, aluminium or steel), in standard wrought forms, possess the same stiffness typically despite the directional orientation of the applied forces and/or moments. The relationship between forces/moments and strains/curvatures for an isotropic material can be described with the following material properties: Young's Modulus, the Shear Modulus and the Poisson's ratio, in relatively simple mathematical relationships. For the anisotropic material, it needs the mathematics of a second-order tensor and up to 21 material property constants. For the special case of orthogonal isotropy, there are three distinct material property constants for each of Young's Modulus, Shear Modulus and Poisson's ratio—a total of 9 constants to express the relationship between forces/moments and strains/curvatures.

Techniques that take benefit of the materials' anisotropic properties involve mortise and tenon joints (in natural composites such as wood) and Pi Joints in synthetic composites.

Mechanical Properties of CompositesEdit

Particle ReinforcementEdit

In general, particle reinforcement is strengthening the composites less than fiber reinforcement. It is used to enhance the stiffness of the composites while increasing the strength and the toughness. Because of their mechanical properties, they are used in applications in which wear resistance is required. For example, hardness of cement can be increased by reinforcing gravel particles, drastically. Particle reinforcement a highly advantageous method of tuning mechanical properties of materials since it is very easy implement while being low cost.[28][29][30]

The elastic modulus of particle-reinforced composites can be expressed as,

 

where E is the elastic modulus, V is the volume fraction. The subscripts c, p and m are indicating composite, particle and matrix, respectively.   is a constant can be found empirically.

Similarly, tensile strength of particle-reinforced composites can be expressed as,

 

where T.S. is the tensile strength, and   is a constant (not equal to  ) that can be found empirically.

Continuous Fiber ReinforcementEdit

In general, continuous fiber reinforcement is implemented by incorporating a fiber as the strong phase into a weak phase, matrix. The reason for the popularity of fiber usage is materials with extraordinary strength can be obtained in their fiber form. Non-metallic fibers are usually showing a very high strength to density ratio compared to metal fibers because of the covalent nature of their bonds. The most famous example of this is carbon fibers that have many applications extending from sports gear to protective equipment to space industries.[31][32]

The stress on the composite can be expressed in terms of the volume fraction of the fiber and the matrix.

 

where   is the stress, V is the volume fraction. The subscripts c, f and m are indicating composite, fiber and matrix, respectively.

Although the stress-strain behavior of fiber composites can only be determined by testing, there is an expected trend, three stages of the stress-strain curve. The first stage is the region of the stress-strain curve where both fiber and the matrix are elastically deformed. This linearly elastic region can be expressed in the following form.[31]

 

where   is the stress,   is the strain, E is the elastic modulus, and V is the volume fraction. The subscripts c, f, and m are indicating composite, fiber, and matrix, respectively.

After passing the elastic region for both fiber and the matrix, the second region of the stress-strain curve can be observed. In the second region, the fiber is still elastically deformed while the matrix is plastically deformed since the matrix is the weak phase. The instantaneous modulus can be determined using the slope of the stress-strain curve in the second region. The relationship between stress and strain can be expressed as,

 

where   is the stress,   is the strain, E is the elastic modulus, and V is the volume fraction. The subscripts c, f, and m are indicating composite, fiber, and matrix, respectively. To find the modulus in the second region derivative of this equation can be used since the slope of the curve is equal to the modulus.

 

In most cases it can be assumed  since the second term is much less than the first one.[31]

In reality, the derivative of stress with respect to strain is not always returning the modulus because of the binding interaction between the fiber and matrix. The strength of the interaction between these two phases can result in changes in the mechanical properties of the composite. The compatibility of the fiber and matrix is a measure of internal stress.[31]

The covalently bonded high strength fibers (e.g. carbon fibers) experience mostly elastic deformation before the fracture since the plastic deformation can happen due to dislocation motion. Whereas, metallic fibers have more space to plastically deform, so their composites exhibit a third stage where both fiber and the matrix are plastically deforming. Metallic fibers have many applications to work at cryogenic temperatures that is one of the advantages of composites with metal fibers over nonmetallic. The stress in this region of the stress-strain curve can be expressed as,

 

where   is the stress,   is the strain, E is the elastic modulus, and V is the volume fraction. The subscripts c, f, and m are indicating composite, fiber, and matrix, respectively.   and    are for fiber and matrix flow stresses respectively. Just after the third region the composite exhibit necking. The necking strain of composite is happened to be between the necking strain of the fiber and the matrix just like other mechanical properties of the composites. The necking strain of the weak phase is delayed by the strong phase. The amount of the delay depends upon the volume fraction of the strong phase.[31]

Thus, the tensile strength of the composite can be expressed in terms of the volume fraction.[31]

 

where T.S. is the tensile strength,   is the stress,   is the strain, E is the elastic modulus, and V is the volume fraction. The subscripts c, f, and m are indicating composite, fiber, and matrix, respectively. The composite tensile strength can be expressed as

  for   is less than or equal to   (arbitrary critical value of volume fraction)

  for   is greater than or equal to  

The critical value of volume fraction can be expressed as,

 

Evidently, the composite tensile strength can be higher than the matrix if   is greater than  .

Thus, the minimum volume fraction of the fiber can be expressed as,

 

Although this minimum value is very low in practice, it is very important to know since the reason for the incorporation of continuous fibers is to improve the mechanical properties of the materials/composites, and this value of volume fraction is the threshold of this improvement.[31]

The Effect of Fiber OrientationEdit

The change is in the fiber orientation can affect the mechanical properties of the fiber-reinforced composites especially the tensile strength.

The composite tensile strength can be predicted to depending on the   (0° to 10° angles), the angle between the applied for, and the orientation of the fibers.[31]

 

where T.S. is the tensile strength,   is the parallel stress.

Because of the misorientation, the matrix of the composite experiences a shear force. The tensile strength of composites (10° – 60° angles) due to shear failure of the matrix can be expressed as,

 

where T.S. is the tensile strength,   is the shear stress.[31]

If the angle   is even greater than (60° – 90° angles), another mode of failure, transverse mode, becomes effective. The composite transverse fracture strength can be expressed as,

 

where T.S. is the tensile strength,   is the perpendicular stress.[31]

Thus, the angle at which the transition to fracture mode can be expressed as,

 

where   is the critical angle,   is the parallel stress, and   is the shear stress.[31]

This critical angle is important for the design of the composite materials for certain applications.

Types of Fibers and Their Mechanical PropertiesEdit

The most common types of fibers used in industry are glass fibers, carbon fibers, and kevlar due to their ease of production and availability. Their mechanical properties are very important to know, therefore the table of their mechanical properties is given below to compare them with S97 steel.[33][34][35][36] The angle of fiber orientation is very important because of the anisotropy of fiber composites (please see the section "Physical Properties" for a more detailed explanation). The mechanical properties of the composites can be tested using standard mechanical testing methods by positioning the samples at various angles (the standard angles are 0°, 45°, and 90°) with respect to the orientation of fibers within the composites. In general, 0° axial alignment makes composites resistant to longitudinal bending and axial tension/compression, 90° hoop alignment is used to obtain resistance to internal/external pressure, and ± 45° is the ideal choice to obtain resistance against pure torsion.[37]

Mechanical Properties of Fiber Composite MaterialsEdit

Fibres @ 0° (UD), 0/90° (fabric) to loading axis, Dry, Room Temperature, Vf = 60% (UD), 50% (fabric) Fibre / Epoxy Resin (cured at 120°C)[38]
  Symbol Units Standard

Carbon Fiber

Fabric

High Modulus

Carbon Fiber

Fabric

E-Glass

Fibre Glass Fabric

Kevlar

Fabric

Standard

Unidirectional

Carbon Fiber

Fabric

High Modulus

Unidirectional

Carbon Fiber

Fabric

E-Glass

Unidirectional

Fiber Glass Fabric

Kevlar

Unidirectional Fabric

Steel

S97

Young’s Modulus 0° E1 GPa 70 85 25 30 135 175 40 75 207
Young’s Modulus 90° E2 GPa 70 85 25 30 10 8 8 6 207
In-plane Shear Modulus G12 GPa 5 5 4 5 5 5 4 2 80
Major Poisson’s Ratio v12   0.10 0.10 0.20 0.20 0.30 0.30 0.25 0.34
Ult. Tensile Strength 0° Xt MPa 600 350 440 480 1500 1000 1000 1300 990
Ult. Comp. Strength 0° Xc MPa 570 150 425 190 1200 850 600 280
Ult. Tensile Strength 90° Yt MPa 600 350 440 480 50 40 30 30
Ult. Comp. Strength 90° Yc MPa 570 150 425 190 250 200 110 140
Ult. In-plane Shear Stren. S MPa 90 35 40 50 70 60 40 60
Ult. Tensile Strain 0° ext % 0.85 0.40 1.75 1.60 1.05 0.55 2.50 1.70
Ult. Comp. Strain 0° exc % 0.80 0.15 1.70 0.60 0.85 0.45 1.50 0.35
Ult. Tensile Strain 90° eyt % 0.85 0.40 1.75 1.60 0.50 0.50 0.35 0.50
Ult. Comp. Strain 90° eyc % 0.80 0.15 1.70 0.60 2.50 2.50 1.35 2.30
Ult. In-plane shear strain es % 1.80 0.70 1.00 1.00 1.40 1.20 1.00 3.00
Density g/cc 1.60 1.60 1.90 1.40 1.60 1.60 1.90 1.40


Fibres @ +/-45 Deg. to loading axis, Dry, Room Temperature, Vf = 60% (UD), 50% (fabric)[38]
Symbol Units Standard

Carbon Fiber

High Modulus

Carbon Fiber

E-Glass

Fiber Glass

Standard

Carbon Fibers

Fabric

E-Glass

Fiber Glass Fabric

Steel Al
Longitudinal Modulus E1 GPa 17 17 12.3 19.1 12.2 207 72
Transverse Modulus E2 GPa 17 17 12.3 19.1 12.2 207 72
In Plane Shear Modulus G12 GPa 33 47 11 30 8 80 25
Poisson’s Ratio v12   .77 .83 .53 .74 .53    
Tensile Strength Xt MPa 110 110 90 120 120 990 460
Compressive Strength Xc MPa 110 110 90 120 120 990 460
In Plane Shear Strength S MPa 260 210 100 310 150    
Thermal Expansion Co-ef Alpha1 Strain/K 2.15 E-6 0.9 E-6 12 E-6 4.9 E-6 10 E-6 11 E-6 23 E-6
Moisture Co-ef Beta1 Strain/K 3.22 E-4 2.49 E-4 6.9 E-4      

Mechanical Properties of Aerospace Grade & Commercial Grade Carbon Fiber Composites, Fiberglass Composite, and Aluminum Alloy and SteelEdit

This table is demonstrating one of the most important features and advantage of fiber composites over metal, that is specific strength and specific stiffness. Although the steel and the aluminum alloy have comparable strength and stiffness with fiber composites, the specific strength and stiffness of composites are around higher than steel and the aluminum alloy.

Comparison of Cost, Specific Strength, and Specific Stiffness[39]
Carbon Fiber Composite (aerospace grade) Carbon Fiber Composite (commercial grade) Fiberglass Composite Aluminum 6061 T-6 Steel,

Mild

Cost $/LB $20 – $250+ $5 – $20 $1.50 – $3.00 $3 $0.30
Strength (psi) 90,000 – 200,000 50,000 – 90,000 20,000 – 35,000 35,000 60,000
Stiffness (psi) 10 x 106- 50 x 106 8 x 106 – 10 x 106 1 x 106 – 1.5 x 106 10 x 106 30 x 106
Density (lb/in3) 0.050 0.050 0.055 0.10 0.30
Specific Strength 1.8 x 106 – 4 x 106 1 x 106 – 1.8 x   363,640–636,360 350,000 200,000
Specific Stiffness 200 x 106 – 1,000 x 106 160 x 106-200 x 106 18 x 106-27 x 106 100 x 106 100 x 106

FailureEdit

Shock, impact, or repeated cyclic stresses can provoke the laminate to separate at the interface between two layers, a condition known as delamination. Individual fibres can separate from the matrix, for example, fibre pull-out.

Composites can fail on the macroscopic or microscopic scale. Compression failures can happen at both the macro scale or at each individual reinforcing fibre in compression buckling. Tension failures can be net section failures of the part or degradation of the composite at a microscopic scale where one or more of the layers in the composite fail in tension of the matrix or failure of the bond between the matrix and fibres.

Some composites are brittle and possess little reserve strength beyond the initial onset of failure while others may have large deformations and have reserve energy absorbing capacity past the onset of damage. The distinctions in fibres and matrices that are available and the mixtures that can be made with blends leave a very broad range of properties that can be designed into a composite structure. The most famous failure of a brittle ceramic matrix composite occurred when the carbon-carbon composite tile on the leading edge of the wing of the Space Shuttle Columbia fractured when impacted during take-off. It directed to the catastrophic break-up of the vehicle when it re-entered the Earth's atmosphere on 1 February 2003.

Composites have relatively poor bearing strength compared to metals.

TestingEdit

Composites are tested before and after construction to assist in predicting and preventing failures. Pre-construction testing may adopt finite element analysis (FEA) for ply-by-ply analysis of curved surfaces and predicting wrinkling, crimping and dimpling of composites.[40][41][42][43] Materials may be tested during manufacturing and after construction by various non-destructive methods including ultrasonic, thermography, shearography and X-ray radiography,[44] and laser bond inspection for NDT of relative bond strength integrity in a localized area.

See alsoEdit

ReferencesEdit

  1. ^ Fazeli, Mahyar; Florez, Jennifer Paola; Simão, Renata Antoun (April 2019). "Improvement in adhesion of cellulose fibers to the thermoplastic starch matrix by plasma treatment modification". Composites Part B: Engineering. 163: 207–216. doi:10.1016/j.compositesb.2018.11.048.
  2. ^ Elhajjar, Rani; La Saponara, Valeria; Muliana, Anastasia, eds. (2017). Smart Composites: Mechanics and Design (Composite Materials). CRC Press. ISBN 978-1-138-07551-1.[page needed]
  3. ^ McEvoy, M. A.; Correll, N. (19 March 2015). "Materials that couple sensing, actuation, computation, and communication". Science. 347 (6228): 1261689. doi:10.1126/science.1261689. PMID 25792332.
  4. ^ "Autonomous Materials Will Let Future Robots Change Color And Shift Shape". popsci.com. Archived from the original on 27 September 2017. Retrieved 3 May 2018.
  5. ^ Fazeli, Mahyar; Keley, Meysam; Biazar, Esmaeil (September 2018). "Preparation and characterization of starch-based composite films reinforced by cellulose nanofibers". International Journal of Biological Macromolecules. 116: 272–280. doi:10.1016/j.ijbiomac.2018.04.186. PMID 29729338.
  6. ^ Shaffer, Gary D. (Spring 1993). "An Archaeomagnetic Study of a Wattle and Daub Building Collapse". Journal of Field Archaeology. 20 (1): 59–75. JSTOR 530354.
  7. ^ "Minerals commodity summary – cement – 2007". US United States Geological Survey. 1 June 2007. Archived from the original on 13 December 2007. Retrieved 16 January 2008.
  8. ^ a b "History of Composite Materials". Mar-Bal Incorporated. 2013-08-19. Archived from the original on 2018-01-04. Retrieved 2018-01-03.
  9. ^ Heather Lechtman and Linn Hobbs "Roman Concrete and the Roman Architectural Revolution", Ceramics and Civilization Volume 3: High Technology Ceramics: Past, Present, Future, edited by W.D. Kingery and published by the American Ceramics Society, 1986; and Vitruvius, Book II:v,1; Book V:xii2
  10. ^ Owens corning milestones 2017
  11. ^ "Slabs On Grade". Construction Knowldegs.net. Archived from the original on October 2, 2017. Retrieved January 3, 2018.
  12. ^ "Behaviour of Concrete Under Tension". The Constructor. 2012-12-06. Archived from the original on January 4, 2018. Retrieved January 3, 2018.
  13. ^ Zia, Abdul Wasy; Shah, Atta Ur Rehman; Lee, Seunghun; Song, Jung Il (2015). "Development of diamond-like-carbon coated abaca-reinforced polyester composites for hydrophobic and outdoor structural applications". Polymer Bulletin. 72 (11): 2797–2808. doi:10.1007/s00289-015-1436-y. ISSN 0170-0839. S2CID 136658990.
  14. ^ "The pros and cons of fabric structures | Span Design".
  15. ^ Hubbe, Martin A.; Lucia, Lucian A. "The "love-hate" relationship present in lignocellulosic materials" (PDF). Archived (PDF) from the original on 2010-03-27. Retrieved 2009-12-25.
  16. ^ David Hon and Nobuo Shiraishi, eds. (2001) Wood and cellulose chemistry, 2nd ed. (New York: Marcel Dekker), p. 5 ff.
  17. ^ H., Courtney, Thomas (2000). Mechanical behavior of materials (2nd ed.). Boston: McGraw Hill. ISBN 978-0070285941. OCLC 41932585.
  18. ^ Wu, Guoqing; Zhang, Qingqing; Yang, Xue; Huang, Zheng; Sha, Wei (24 December 2013). "Effects of particle/matrix interface and strengthening mechanisms on the mechanical properties of metal matrix composites". Composite Interfaces. 21 (5): 415–429. doi:10.1080/15685543.2014.872914. S2CID 137449905.
  19. ^ "Chapter 17. Composites". www.virginia.edu. Retrieved 2018-05-19.
  20. ^ Shehzad, Khurram; Xu, Yang; Gao, Chao; Duan, Xiangfeng (2016). "Three-dimensional macro-structures of two-dimensional nanomaterials". Chemical Society Reviews. 45 (20): 5541–5588. doi:10.1039/c6cs00218h. PMID 27459895.
  21. ^ Agbolaghi, Samira, Saleheh Abbaspoor, and Farhang Abbasi. "A Comprehensive Review on Polymer Single Crystals—From Fundamental Concepts to Applications." Progress in Polymer Science 81 (2018): 22–79. Web.
  22. ^ Termonia, Yves (December 1994). "Molecular Modeling of Spider Silk Elasticity". Macromolecules. 27 (25): 7378–7381. Bibcode:1994MaMol..27.7378T. doi:10.1021/ma00103a018.
  23. ^ Quan, Hui; Li, Zhong-Ming; Yang, Ming-Bo; Huang, Rui (June 2005). "On transcrystallinity in semi-crystalline polymer composites". Composites Science and Technology. 65 (7–8): 999–1021. doi:10.1016/j.compscitech.2004.11.015.
  24. ^ Keten, Sinan; Xu, Zhiping; Ihle, Britni; Buehler, Markus J. (14 March 2010). "Nanoconfinement controls stiffness, strength and mechanical toughness of β-sheet crystals in silk". Nature Materials. 9 (4): 359–367. Bibcode:2010NatMa...9..359K. doi:10.1038/nmat2704. PMID 20228820.
  25. ^ Kim, Hyoung Seop (September 2000). "On the rule of mixtures for the hardness of particle reinforced composites". Materials Science and Engineering: A. 289 (1–2): 30–33. doi:10.1016/S0921-5093(00)00909-6.
  26. ^ Soboyejo, W. O. (2003). "9.3.1 Constant-Strain and Constant-Stress Rules of Mixtures". Mechanical properties of engineered materials. Marcel Dekker. ISBN 0-8247-8900-8. OCLC 300921090.
  27. ^ Courtney, Thomas H. (2000). Mechanical Behavior of Materials (2nd ed.). Long Grove, IL: Waveland Press, Inc. pp. 263–265. ISBN 978-1-57766-425-3.
  28. ^ Wu, Xiangguo; Yang, Jing; Mpalla, Issa B. (2013-12-25). "Preliminary design and structural responses of typical hybrid wind tower made of ultra high performance cementitious composites". Structural Engineering and Mechanics. 48 (6): 791–807. doi:10.12989/sem.2013.48.6.791. ISSN 1225-4568.
  29. ^ Li, Mo; Li, Victor C. (2012-07-25). "Rheology, fiber dispersion, and robust properties of Engineered Cementitious Composites". Materials and Structures. 46 (3): 405–420. doi:10.1617/s11527-012-9909-z. hdl:2027.42/94214. ISSN 1359-5997. S2CID 40139025.
  30. ^ "Large-Scale Processing of Engineered Cementitious Composites". ACI Materials Journal. 105 (4). 2008. doi:10.14359/19897. ISSN 0889-325X.
  31. ^ a b c d e f g h i j k Courtney, Thomas H. (2005-12-16). Mechanical Behavior of Materials: Second Edition. Waveland Press. ISBN 978-1-4786-0838-7.
  32. ^ Park, Soo-Jin, auteur. (8 October 2014). Carbon Fibers. ISBN 978-94-017-9478-7. OCLC 914220273.CS1 maint: multiple names: authors list (link)
  33. ^ "Carbon Fibre, Tubes, Profiles – Filament Winding and Composite Engineering". www.performance-composites.com. Retrieved 2020-05-22.
  34. ^ "Composite Manufacturing | Performance Composites". www.performancecomposites.com. Retrieved 2020-05-22.
  35. ^ "Composite Materials • Innovative Composite Engineering". Innovative Composite Engineering. Retrieved 2020-05-22.
  36. ^ "Reinforcement Fabrics – In Stock for Same Day Shipping | Fibre Glast". www.fibreglast.com. Retrieved 2020-05-22.
  37. ^ "Filament Winding, Carbon Fibre Angles in Composite Tubes". www.performance-composites.com. Retrieved 2020-05-22.
  38. ^ a b "Mechanical Properties of Carbon Fibre Composite Materials". www.performance-composites.com. Retrieved 2020-05-22.
  39. ^ "Carbon Fiber Composite Design Guide" (PDF). www.performancecomposites.com. Retrieved 2020-05-22.
  40. ^ Waterman, Pamela J. "The Life of Composite Materials". Desktop Engineering Magazine. April 2007. Archived from the original on 2007-12-02.
  41. ^ Aghdam, M.M.; Morsali, S.R. (November 2013). "Damage initiation and collapse behavior of unidirectional metal matrix composites at elevated temperatures". Computational Materials Science. 79: 402–407. doi:10.1016/j.commatsci.2013.06.024.
  42. ^ Kishore., Debnath (2017-09-18). Primary and Secondary Manufacturing of Polymer Matrix Composites. Singh, Inderdeep. [Place of publication not identified]. ISBN 9781498799300. OCLC 1004424029.
  43. ^ What is Finite Element Analysis?
  44. ^ Matzkanin, George A.; Yolken, H. Thomas. "Techniques for the Nondestructive Evaluation of Polymer Matrix Composites" (PDF). AMMTIAC Quarterly. 2 (4). Archived from the original (PDF) on 2008-12-17.

Further readingEdit

  • Robert M. Jones (1999). Mechanics of Composite Materials (2nd ed.). Taylor & Francis. ISBN 9781560327127.
  • Cederbaum G., Elishakoff I., Aboudi J., Librescu L. (1992). Random Vibration and Reliability of Composite Structures. Technomic.CS1 maint: multiple names: authors list (link)
  • Librescu L., Song O. (2006). Thin-Walled Composite Beams: Theory and Application. Springer.
  • Polymers and Polymeric Composites: A Reference Series. Springer. 1999.
  • Autar K. Kaw (2005). Mechanics of Composite Materials (2nd ed.). CRC. ISBN 978-0-8493-1343-1.
  • Handbook of Polymer Composites for Engineers By Leonard Hollaway Published 1994 Woodhead Publishing
  • Madbouly, Samy, Chaoqun Zhang, and Michael R. Kessler. Bio-Based Plant Oil Polymers and Composites. William Andrew, 2015.
  • Matthews, F.L.; Rawlings, R.D. (1999). Composite Materials: Engineering and Science. Boca Raton: CRC Press. ISBN 978-0-8493-0621-1.

External linksEdit