# Fracture mechanics

(Redirected from Microfracture)
"Microfracture" redirects here. For the surgical technique, see Microfracture surgery.
The three fracture modes

Fracture mechanics is the field of mechanics concerned with the study of the propagation of cracks in materials. It uses methods of analytical solid mechanics to calculate the driving force on a crack and those of experimental solid mechanics to characterize the material's resistance to fracture.

In modern materials science, fracture mechanics is an important tool used to improve the performance of mechanical components. It applies the physics of stress and strain behavior of materials, in particular the theories of elasticity and plasticity, to the microscopic crystallographic defects found in real materials in order to predict the macroscopic mechanical behavior of those bodies. Fractography is widely used with fracture mechanics to understand the causes of failures and also verify the theoretical failure predictions with real life failures. The prediction of crack growth is at the heart of the damage tolerance mechanical design discipline.

There are three ways of applying a force to enable a crack to propagate:

• Mode I fracture – Opening mode (a tensile stress normal to the plane of the crack),
• Mode II fracture – Sliding mode (a shear stress acting parallel to the plane of the crack and perpendicular to the crack front), and
• Mode III fracture – Tearing mode (a shear stress acting parallel to the plane of the crack and parallel to the crack front).

## Motivation

The processes of material manufacture, processing, machining, and forming may introduce flaws in a finished mechanical component. Arising from the manufacturing process, interior and surface flaws are found in all metal structures. Not all such flaws are unstable under service conditions. Fracture mechanics is the analysis of flaws to discover those that are safe (that is, do not grow) and those that are liable to propagate as cracks and so cause failure of the flawed structure. Despite these inherent flaws, it is possible to achieve through damage tolerance analysis the safe operation of a structure. Fracture mechanics as a subject for critical study has barely been around for a century and thus is relatively new.[1][2]

Fracture mechanics should attempt to provide quantitative answers to the following questions:[2]

1. What is the strength of the component as a function of crack size?
2. What crack size can be tolerated under service loading, i.e. what is the maximum permissible crack size?
3. How long does it take for a crack to grow from a certain initial size, for example the minimum detectable crack size, to the maximum permissible crack size?
4. What is the service life of a structure when a certain pre-existing flaw size (e.g. a manufacturing defect) is assumed to exist?
5. During the period available for crack detection how often should the structure be inspected for cracks?

## Linear elastic fracture mechanics

### Griffith's criterion

An edge crack (flaw) of length ${\displaystyle a}$ in a material

Fracture mechanics was developed during World War I by English aeronautical engineer, A. A. Griffith, to explain the failure of brittle materials.[3] Griffith's work was motivated by two contradictory facts:

• The stress needed to fracture bulk glass is around 100 MPa (15,000 psi).
• The theoretical stress needed for breaking atomic bonds of glass is approximately 10,000 MPa (1,500,000 psi).

A theory was needed to reconcile these conflicting observations. Also, experiments on glass fibers that Griffith himself conducted suggested that the fracture stress increases as the fiber diameter decreases. Hence the uniaxial tensile strength, which had been used extensively to predict material failure before Griffith, could not be a specimen-independent material property. Griffith suggested that the low fracture strength observed in experiments, as well as the size-dependence of strength, was due to the presence of microscopic flaws in the bulk material.

To verify the flaw hypothesis, Griffith introduced an artificial flaw in his experimental glass specimens. The artificial flaw was in the form of a surface crack which was much larger than other flaws in a specimen. The experiments showed that the product of the square root of the flaw length (a) and the stress at fracture (σf) was nearly constant, which is expressed by the equation:

${\displaystyle \sigma _{f}{\sqrt {a}}\approx C}$

An explanation of this relation in terms of linear elasticity theory is problematic. Linear elasticity theory predicts that stress (and hence the strain) at the tip of a sharp flaw in a linear elastic material is infinite. To avoid that problem, Griffith developed a thermodynamic approach to explain the relation that he observed.

The growth of a crack, the extension of the surfaces on either side of the crack, requires an increase in the surface energy. Griffith found an expression for the constant C in terms of the surface energy of the crack by solving the elasticity problem of a finite crack in an elastic plate. Briefly, the approach was:

• Compute the potential energy stored in a perfect specimen under a uniaxial tensile load.
• Fix the boundary so that the applied load does no work and then introduce a crack into the specimen. The crack relaxes the stress and hence reduces the elastic energy near the crack faces. On the other hand, the crack increases the total surface energy of the specimen.
• Compute the change in the free energy (surface energy − elastic energy) as a function of the crack length. Failure occurs when the free energy attains a peak value at a critical crack length, beyond which the free energy decreases as the crack length increases, i.e. by causing fracture. Using this procedure, Griffith found that
${\displaystyle C={\sqrt {\cfrac {2E\gamma }{\pi }}}}$

where E is the Young's modulus of the material and γ is the surface energy density of the material. Assuming E = 62 GPa and γ = 1 J/m2 gives excellent agreement of Griffith's predicted fracture stress with experimental results for glass.

### Irwin's modification

The plastic zone around a crack tip in a ductile material

Griffith's work was largely ignored by the engineering community until the early 1950s. The reasons for this appear to be (a) in the actual structural materials the level of energy needed to cause fracture is orders of magnitude higher than the corresponding surface energy, and (b) in structural materials there are always some inelastic deformations around the crack front that would make the assumption of linear elastic medium with infinite stresses at the crack tip highly unrealistic. [4]

Griffith's theory provides excellent agreement with experimental data for brittle materials such as glass. For ductile materials such as steel, although the relation ${\displaystyle \sigma _{y}{\sqrt {a}}=C}$ still holds, the surface energy (γ) predicted by Griffith's theory is usually unrealistically high. A group working under G. R. Irwin[5] at the U.S. Naval Research Laboratory (NRL) during World War II realized that plasticity must play a significant role in the fracture of ductile materials.

In ductile materials (and even in materials that appear to be brittle[6]), a plastic zone develops at the tip of the crack. As the applied load increases, the plastic zone increases in size until the crack grows and the elastically strained material behind the crack tip unloads. The plastic loading and unloading cycle near the crack tip leads to the dissipation of energy as heat. Hence, a dissipative term has to be added to the energy balance relation devised by Griffith for brittle materials. In physical terms, additional energy is needed for crack growth in ductile materials as compared to brittle materials.

Irwin's strategy was to partition the energy into two parts:

• the stored elastic strain energy which is released as a crack grows. This is the thermodynamic driving force for fracture.
• the dissipated energy which includes plastic dissipation and the surface energy (and any other dissipative forces that may be at work). The dissipated energy provides the thermodynamic resistance to fracture. Then the total energy is
${\displaystyle G=2\gamma +G_{p}}$

where γ is the surface energy and Gp is the plastic dissipation (and dissipation from other sources) per unit area of crack growth.

The modified version of Griffith's energy criterion can then be written as

${\displaystyle \sigma _{f}{\sqrt {a}}={\sqrt {\cfrac {E~G}{\pi }}}.}$

For brittle materials such as glass, the surface energy term dominates and ${\displaystyle G\approx 2\gamma =2\,\,J/m^{2}}$. For ductile materials such as steel, the plastic dissipation term dominates and ${\displaystyle G\approx G_{p}=1000\,\,J/m^{2}}$. For polymers close to the glass transition temperature, we have intermediate values of G between 2 and 1000 J/m2.

### Stress intensity factor

Another significant achievement of Irwin and his colleagues was to find a method of calculating the amount of energy available for fracture in terms of the asymptotic stress and displacement fields around a crack front in a linear elastic solid.[5] This asymptotic expression for the stress field around a crack tip is

${\displaystyle \sigma _{ij}\approx \left({\cfrac {K}{\sqrt {2\pi r}}}\right)~f_{ij}(\theta )}$

where σij are the Cauchy stresses, r is the distance from the crack tip, θ is the angle with respect to the plane of the crack, and fij are functions that depend on the crack geometry and loading conditions. Irwin called the quantity K the stress intensity factor. Since the quantity fij is dimensionless, the stress intensity factor can be expressed in units of ${\displaystyle {\text{MPa}}{\sqrt {\text{m}}}}$.

When a rigid line inclusion is considered, a similar asymptotic expression for the stress fields is obtained.

### Strain energy release

Irwin was the first to observe that if the size of the plastic zone around a crack is small compared to the size of the crack, the energy required to grow the crack will not be critically dependent on the state of stress (the plastic zone) at the crack tip.[4] In other words, a purely elastic solution may be used to calculate the amount of energy available for fracture.

The energy release rate for crack growth or strain energy release rate may then be calculated as the change in elastic strain energy per unit area of crack growth, i.e.,

${\displaystyle G:=\left[{\cfrac {\partial U}{\partial a}}\right]_{P}=-\left[{\cfrac {\partial U}{\partial a}}\right]_{u}}$

where U is the elastic energy of the system and a is the crack length. Either the load P or the displacement u are constant while evaluating the above expressions.

Irwin showed that for a mode I crack (opening mode) the strain energy release rate and the stress intensity factor are related by:

${\displaystyle G=G_{I}={\begin{cases}{\cfrac {K_{I}^{2}}{E}}&{\text{plane stress}}\\{\cfrac {(1-\nu ^{2})K_{I}^{2}}{E}}&{\text{plane strain}}\end{cases}}}$

where E is the Young's modulus, ν is Poisson's ratio, and KI is the stress intensity factor in mode I. Irwin also showed that the strain energy release rate of a planar crack in a linear elastic body can be expressed in terms of the mode I, mode II (sliding mode), and mode III (tearing mode) stress intensity factors for the most general loading conditions.

Next, Irwin adopted the additional assumption that the size and shape of the energy dissipation zone remains approximately constant during brittle fracture. This assumption suggests that the energy needed to create a unit fracture surface is a constant that depends only on the material. This new material property was given the name fracture toughness and designated GIc. Today, it is the critical stress intensity factor KIc, found in the plane strain condition, which is accepted as the defining property in linear elastic fracture mechanics.

### Crack tip plastic zone

In theory the stress at the crack tip where the radius is nearly zero, would tend to infinity. This would be considered a stress singularity, which is not possible in real-world applications. In actuality, the stress concentration at the tip of a crack within real materials has been found to have a finite value but larger than the nominal stress applied to the specimen. An equation giving the stresses near a crack tip is given below:

${\displaystyle \sigma _{l}=\sigma \left(1+Y{\sqrt {\frac {c\pi }{2\pi r}}}\right)}$

The stress near the crack tip, ${\displaystyle \sigma _{l}}$, is dependent on the nominal applied stress, ${\displaystyle \sigma }$ and a correction factor, ${\displaystyle Y}$ (which depends on the geometry of the specimen), and is inversely dependent on the radial distance (${\displaystyle r}$) from the crack tip. Nevertheless, there must be some sort of mechanism or property of the material that prevents such a crack from propagating spontaneously. The assumption is, the plastic deformation at the crack tip effectively blunts the crack tip. This deformation depends primarily on the applied stress in the applicable direction (in most cases, this is the y-direction of a regular Cartesian coordinate system), the crack length, and the geometry of the specimen.[7] To estimate how this plastic deformation zone extended from the crack tip, George Irwin equated the yield strength of the material to the far-field stresses of the y-direction along the crack (x direction) and solved for the effective radius. From this relationship, Irwin developed the following expression for the idealized radius of the zone of plastic deformation at the crack tip:

${\displaystyle r_{p}={\frac {K_{C}^{2}}{2\pi \sigma _{Y}^{2}}}}$

Models of ideal materials have shown that this zone of plasticity is centered at the crack tip.[8] This equation gives the approximate ideal radius of the plastic zone deformation beyond the crack tip, which is useful to many structural scientists because it gives a good estimate of how the material behaves when subjected to stress. In the above equation, the parameters of the stress intensity factor and indicator of material toughness, ${\displaystyle K_{C}}$, and the yield stress, ${\displaystyle \sigma _{Y}}$, are of importance because they illustrate many things about the material and its properties, as well as about the plastic zone size. For example, if ${\displaystyle K_{C}}$ is high, then it can be deduced that the material is tough, whereas if ${\displaystyle \sigma _{Y}}$ is high, one knows that the material is more ductile. The ratio of these two parameters is important to the radius of the plastic zone. For instance, if ${\displaystyle \sigma _{Y}}$ is small, then the squared ratio of ${\displaystyle K_{C}}$ to ${\displaystyle \sigma _{Y}}$ is large, which results in a larger plastic radius. This implies that the material can plastically deform, and, therefore, is tough.[9] This estimate of the size of the plastic zone beyond the crack tip can then be used to more accurately analyze how a material will behave in the presence of a crack.

### Fracture toughness tests

Main article: Fracture toughness

### Limitations

The S.S. Schenectady split apart by brittle fracture while in harbor, 1943.

But a problem arose for the NRL researchers because naval materials, e.g., ship-plate steel, are not perfectly elastic but undergo significant plastic deformation at the tip of a crack. One basic assumption in Irwin's linear elastic fracture mechanics is small scale yielding, the condition that the size of the plastic zone is small compared to the crack length. However, this assumption is quite restrictive for certain types of failure in structural steels though such steels can be prone to brittle fracture, which has led to a number of catastrophic failures.

Linear-elastic fracture mechanics is of limited practical use for structural steels and Fracture toughness testing can be expensive.

## Elastic–plastic fracture mechanics

Vertical stabilizer, which separated from American Airlines Flight 587, leading to a fatal crash

Most engineering materials show some nonlinear elastic and inelastic behavior under operating conditions that involve large loads.[citation needed] In such materials the assumptions of linear elastic fracture mechanics may not hold, that is,

• the plastic zone at a crack tip may have a size of the same order of magnitude as the crack size
• the size and shape of the plastic zone may change as the applied load is increased and also as the crack length increases.

Therefore, a more general theory of crack growth is needed for elastic-plastic materials that can account for:

• the local conditions for initial crack growth which include the nucleation, growth, and coalescence of voids (decohesion) at a crack tip.
• a global energy balance criterion for further crack growth and unstable fracture.

### CTOD

Historically, the first parameter for the determination of fracture toughness in the elasto-plastic region was the crack tip opening displacement (CTOD) or "opening at the apex of the crack" indicated. This parameter was determined by Wells during the studies of structural steels which, due to the high toughness could not be characterized with the linear elastic fracture mechanics model. He noted that, before the fracture happened, the walls of the crack were leaving and that the crack tip, after fracture, ranged from acute to rounded off due to plastic deformation. In addition, the rounding of the crack tip was more pronounced in steels with superior toughness.

There are a number of alternative definitions of CTOD. The two most common definitions, CTOD is the displacement at the original crack tip and the 90 degree intercept. The latter definition was suggested by Rice and is commonly used to infer CTOD in finite element models of such. Note that these two definitions are equivalent if the crack tip blunts in a semicircle.

Most laboratory measurements of CTOD have been made on edge-cracked specimens loaded in three-point bending. Early experiments used a flat paddle-shaped gage that was inserted into the crack; as the crack opened, the paddle gage rotated, and an electronic signal was sent to an x-y plotter. This method was inaccurate, however, because it was difficult to reach the crack tip with the paddle gage. Today, the displacement V at the crack mouth is measured, and the CTOD is inferred by assuming the specimen halves are rigid and rotate about a hinge point (the crack tip).

### R-curve

An early attempt in the direction of elastic-plastic fracture mechanics was Irwin's crack extension resistance curve, Crack growth resistance curve or R-curve. This curve acknowledges the fact that the resistance to fracture increases with growing crack size in elastic-plastic materials. The R-curve is a plot of the total energy dissipation rate as a function of the crack size and can be used to examine the processes of slow stable crack growth and unstable fracture. However, the R-curve was not widely used in applications until the early 1970s. The main reasons appear to be that the R-curve depends on the geometry of the specimen and the crack driving force may be difficult to calculate.[4]

### J-integral

Main article: J-integral

In the mid-1960s James R. Rice (then at Brown University) and G. P. Cherepanov independently developed a new toughness measure to describe the case where there is sufficient crack-tip deformation that the part no longer obeys the linear-elastic approximation. Rice's analysis, which assumes non-linear elastic (or monotonic deformation theory plastic) deformation ahead of the crack tip, is designated the J-integral.[11] This analysis is limited to situations where plastic deformation at the crack tip does not extend to the furthest edge of the loaded part. It also demands that the assumed non-linear elastic behavior of the material is a reasonable approximation in shape and magnitude to the real material's load response. The elastic-plastic failure parameter is designated JIc and is conventionally converted to KIc using Equation (3.1) of the Appendix to this article. Also note that the J integral approach reduces to the Griffith theory for linear-elastic behavior.

The mathematical definition of J-integral is as follows:

${\displaystyle J=\int _{\Gamma }(w\,dy-T_{i}{\frac {\partial u_{i}}{\partial x}}\,ds)\quad {\text{with}}\quad w=\int _{0}^{\varepsilon _{ij}}\sigma _{ij}\,d\varepsilon _{ij}}$

where

${\displaystyle \Gamma }$ is an arbitrary path clockwise around the apex of the crack,
${\displaystyle w}$ is the density of strain energy,
${\displaystyle T_{i}}$ are the components of the vectors of traction,
${\displaystyle u_{i}}$ the components of the displacement vectors,
${\displaystyle ds}$ and an incremental length along the path ${\displaystyle \Gamma }$, an
${\displaystyle \sigma _{ij}}$ and ${\displaystyle \varepsilon _{ij}}$ are the stress and strain tensors.

### Cohesive zone models

When a significant region around a crack tip has undergone plastic deformation, other approaches can be used to determine the possibility of further crack extension and the direction of crack growth and branching. A simple technique that is easily incorporated into numerical calculations is the cohesive zone model method which is based on concepts proposed independently by Barenblatt[12] and Dugdale[13] in the early 1960s. The relationship between the Dugdale-Barenblatt models and Griffith's theory was first discussed by Willis in 1967.[14] The equivalence of the two approaches in the context of brittle fracture was shown by Rice in 1968.[11] Interest in cohesive zone modeling of fracture has been reignited since 2000 following the pioneering work on dynamic fracture by Xu and Needleman,[15] and Camacho and Ortiz.[16]

### Transition flaw size

Failure stress as a function of crack size

Let a material have a yield strength ${\displaystyle \sigma _{Y}}$ and a fracture toughness in mode I ${\displaystyle K_{IC}}$. Based on fracture mechanics, the material will fail at stress ${\displaystyle \sigma _{fail}=K_{IC}/{\sqrt {\pi a}}}$. Based on plasticity, the material will yield when ${\displaystyle \sigma _{fail}=\sigma _{Y}}$. These curves intersect when ${\displaystyle a=K_{IC}^{2}/\pi \sigma _{Y}^{2}}$. This value of ${\displaystyle a}$ is called as transition flaw size ${\displaystyle a_{t}}$., and depends on the material properties of the structure. When the ${\displaystyle a, the failure is governed by plastic yielding, and when ${\displaystyle a>a_{t}}$ the failure is governed by fracture mechanics. The value of ${\displaystyle a_{t}}$ for engineering alloys is 100 mm and for ceramics is 0.001 mm.[citation needed] If we assume that manufacturing processes can give rise to flaws in the order of micrometers, then, it can be seen that ceramics are more likely to fail by fracture, whereas engineering alloys would fail by plastic deformation.

## Crack tip constraint under large scale yielding

Under small-scale yielding conditions, a single parameter (e.g., K, J, or CTOD) characterizes crack tip conditions and can be used as a geometry-independent fracture criterion. Single-parameter fracture mechanics breaks down in the presence of excessive plasticity, and when the fracture toughness depends on the size and geometry of the test specimen. The theories used for large scale yielding is not very standardized. The following theories and approaches are commonly used among researchers in this field.[citation needed]

### J-Q Theory

By using FEM, one can establish a parameter Q to modify the stress field for a better solution when the plastic zone is growing. The new stress field is: ${\displaystyle \sigma _{ij}=(\sigma _{ij})+Q*\delta _{ij}*\sigma _{yield}}$ where ${\displaystyle \delta _{ij}=1}$ for ${\displaystyle i=j}$ and 0 if not. Q usually takes values from −3 to +2. A negative value greatly changes the geometry of the plastic zone.

The J-Q-M theory includes another parameter, the mismatch parameter, which is used for welds to make up for the change in toughness of the weld metal (WM), base metal (BM) and heat affected zone (HAZ). This value is interpreted to the formula in a similar way as the Q-parameter, and the two are usually assumed to be independent of each other.

### T-term effects

As an alternative to J-Q theory, a parameter T can be used. This only changes the normal stress in the x-direction (and the z-direction in the case of plane strain). T does not require the use of FEM, but is derived from constraint. It can be argued that T is limited to LEFM, but as the plastic zone change due to T never reaches the actual crack surface (except on the tip), its validity holds true not only under small scale yielding. The parameter T also significantly influences on the fracture initiation in brittle materials using maximum tangential strain fracture criterion, as found by the researchers at Texas A&M University.[17] It is found that both parameter T and Poisson's ratio of the material play important roles in prediction of the crack propagation angle and the mixed mode fracture toughness of the materials.

## Engineering applications

The following information is needed for a fracture mechanics prediction of failure:

• Residual stress
• Size and shape of the part
• Size, shape, location, and orientation of the crack

Usually not all of this information is available and conservative assumptions have to be made.

Occasionally post-mortem fracture-mechanics analyses are carried out. In the absence of an extreme overload, the causes are either insufficient toughness (KIc) or an excessively large crack that was not detected during routine inspection.

## Appendix: mathematical relations

### Griffith's criterion

For the simple case of a thin rectangular plate with a crack perpendicular to the load Griffith’s theory becomes:

${\displaystyle G={\frac {\pi \sigma ^{2}a}{E}}\,}$                 (1.1)

where ${\displaystyle G}$ is the strain energy release rate, ${\displaystyle \sigma }$ is the applied stress, ${\displaystyle a}$ is half the crack length, and ${\displaystyle E}$ is the Young’s modulus, which for the case of plane strain should be divided by the plate stiffness factor (1-ν^2). The strain energy release rate can otherwise be understood as: the rate at which energy is absorbed by growth of the crack.

However, we also have that:

${\displaystyle G_{c}={\frac {\pi \sigma _{f}^{2}a}{E}}\,}$                 (1.2)

If ${\displaystyle G}$${\displaystyle G_{c}}$, this is the criterion for which the crack will begin to propagate.

### Irwin's modifications

Eventually a modification of Griffith’s solids theory emerged from this work; a term called stress intensity replaced strain energy release rate and a term called fracture toughness replaced surface weakness energy. Both of these terms are simply related to the energy terms that Griffith used:

${\displaystyle K_{I}=\sigma {\sqrt {\pi a}}\,}$                 (2.1)

and

${\displaystyle K_{c}={\sqrt {EG_{c}}}\,}$ (for plane stress)                 (2.2)
${\displaystyle K_{c}={\sqrt {\frac {EG_{c}}{1-\nu ^{2}}}}\,}$ (for plane strain)                 (2.3)

where KI is the stress intensity, Kc the fracture toughness, and ${\displaystyle \nu }$ is Poisson’s ratio. It is important to recognize the fact that fracture parameter Kc has different values when measured under plane stress and plane strain

Fracture occurs when ${\displaystyle K_{I}\geq K_{c}}$. For the special case of plane strain deformation, ${\displaystyle K_{c}}$ becomes ${\displaystyle K_{Ic}}$ and is considered a material property. The subscript I arises because of the different ways of loading a material to enable a crack to propagate. It refers to so-called "mode I" loading as opposed to mode II or III:

We must note that the expression for ${\displaystyle K_{I}}$ in equation 2.1 will be different for geometries other than the center-cracked infinite plate, as discussed in the article on the stress intensity factor. Consequently, it is necessary to introduce a dimensionless correction factor, Y, in order to characterize the geometry. We thus have:

${\displaystyle K_{I}=Y\sigma {\sqrt {\pi a}}\,}$                 (2.4)

where Y is a function of the crack length and width of sheet given by:

${\displaystyle Y\left({\frac {a}{W}}\right)={\sqrt {\sec \left({\frac {\pi a}{W}}\right)}}\,}$                 (2.5)

for a sheet of finite width W containing a through-thickness crack of length 2a, or

${\displaystyle Y\left({\frac {a}{W}}\right)=1.12-{\frac {0.41}{\sqrt {\pi }}}{\frac {a}{W}}+{\frac {18.7}{\sqrt {\pi }}}\left({\frac {a}{W}}\right)^{2}-\cdots \,}$                 (2.6)

for a sheet of finite width W containing a through-thickness edge crack of length a

### Elasticity and plasticity

Since engineers became accustomed to using KIc to characterise fracture toughness, a relation has been used to reduce JIc to it:

${\displaystyle K_{Ic}={\sqrt {E^{*}J_{Ic}}}\,}$          where ${\displaystyle E^{*}=E}$ for plane stress and ${\displaystyle E^{*}={\frac {E}{1-\nu ^{2}}}}$ for plane strain          (3.1)

The remainder of the mathematics employed in this approach is interesting, but is probably better summarised in external pages due to its complex nature.

## Applications of fracture mechanics

The design process for a component consists of choosing the appropriate geometry, the necessary material strength, the temperature of usage and method of structural analysis (Testing and FEM analysis), so as to ensure that it does not fail under load. The methodologies followed in design criteria traditionally invole the selection of materials based on standard data and as per the loading conditions proportioning the geometry of the components on basis of an analysis. This method is not applicable for some new innovation like usage of new material in design. Another method followed is that as per the loading conditions, static analysis is done for the structure taking into account the forces acting on each component, material strength and geometry. The material strength is chosen keeping in mind the factor of safety, i.e. the component is designed to withstand an ultimate load (where it fails) greater than the load under which it will operate. A general assumption in the design criteria are is the lack of discontinuities, no defects or cracks in the material, and even in the presence of such discontinuities the material is assumed to have sufficient ductility to yield locally so to allow a redistribution of stress at those discontinuities. However, the investigation of failed components demonstrate such assumptions to often be incorrect and that crack growth started because of such discontinuities.

Fracture mechanics follows one of two design principles: either fail-safe or safe-life. In fail-safe mode, even if a component fails, the entire structure is not at risk due to load path redundancy; this may lead to complicated and heavy structures. The safe-life principle dictates that throughout the life of the structure, no component of the structure may fail. This may lead to single load paths, but requires a more detailed analysis that employs fracture mechanics to ensure no failure during the defined lifetime. Fracture mechanics estimates the maximum length of crack that a material can withstand before it fails using an analysis that takes into consideration the overall dimensions of the structure, the stresses where crack initiation takes place, notch toughness of the material (a measure of the ability of a material to absorb energy before the crack extends) Kc, the behavior of materials under the action of stresses giving a stress intensity factor (K), fatigue crack growth, and stress corrosion crack growth. As with basic solid mechanics analysis, the stresses in the component should be lower than the yield stress. By analogy, the stress intensity factor, K, should be less than the critical stress intensity factor Kc. Ultimately, a safe-life analysis leads to a prediction of the lifetime of a component with an approriate degree of confidence. The main conclusions of fracture mechanics analysis to a design are the proper material selection, effect of defects, failure analysis, and development of time schedules to monitor components for cracks. Fracture analysis includes the usage of mathematical models such as linear elastic fracture mechanics (LEFM), crack opening displacement (COD) and J-integral approaches by using finite element analysis (FEM).

The relationship used for estimating stress intensity factor is

${\displaystyle K=c\sigma {\sqrt {a}}}$

where c a constant that depends on crack and specimen dimensions, σ the applied stress, and a the crack length.

The above relation is very general and as per the shape of the crack, relations available in standard references are to be used, standard shapes of cracks approximating actual cracks can be used.

For a given material the value of K is dependent on the applied stresses and flaw size. The flaw sized that will cause crack extension decreases as the stress increases. Thus by chosing two of the three parameters (K, a and σ) the design is constrained by the remaining unknown. Even so, there are other parameters that affect the life of a component, such as working temperature, repeated loading (fatigue), residual stress, and stress concentration effects. If a material is chosen, that will fix the value of the critical notch toughness Kc value. If a value of the minimum size crack length, a, is also selected, that allows the solution for σ the stress near the crack below which the component must be kept. The latter allows the sizing of the component.

Designers try to decrease the defects in the component arising in manufacturing processes by following good fabrication processes and inspection, and estimate notch-toughness values (Kc) of materials using methods like charpy V-notch impact test, or drop weight tests. In many investigations it was proved that the material failed at a K value very much lower than the critical stress intensity factor because of defects in the material or micro cracks. Analysis proved that for any component there are two phases for crack development, i.e. crack initiation and second phase crack growth until failure. Of the two, the first phase covers a larger percentage of fatigue life, and under very large high cycle loading conditions the second phase is very short.

The factor (K/σ)² is used for the initial design of a component because it estimates crack size. But how large this factor has to be is decided by considering type of the structure, frequency of inspection, accessibility to inspection, design life of the structure, consequences of failure, probability of over-load, methods of fabrication, required quality, material cost in addition to the results obtained by fracture mechanics analysis.

## References

### Notes

1. ^ T.L. Anderson (1995). Fracture Mechanics: Fundamentals and Applications. CRC Press. ISBN 978-0849316562.
2. ^ a b H.L. Ewalds; R.J.H. Wanhill (1984). Fracture Mechanics. Edward Arnold and Delftse Uitgevers Maatschappij. ISBN 0-7131-3515-8.
3. ^ Griffith, A. A. (1921), "The phenomena of rupture and flow in solids" (PDF), Philosophical Transactions of the Royal Society of London, A, 221: 163–198, Bibcode:1921RSPTA.221..163G, doi:10.1098/rsta.1921.0006.
4. ^ a b c E. Erdogan (2000) Fracture Mechanics, International Journal of Solids and Structures, 37, pp. 171–183.
5. ^ a b Irwin G (1957), Analysis of stresses and strains near the end of a crack traversing a plate, Journal of Applied Mechanics 24, 361–364.
6. ^ Orowan, E., 1948. Fracture and strength of solids. Reports on Progress in Physics XII, 185–232.
7. ^ Weisshaar, Terry (July 28, 2011). Aerospace Structures- an Introduction to Fundamental Problems. West Lafayette, IN: Purdue University.
8. ^ "Crack Tip Plastic Zone Size". Handbook for Damage Tolerant Design. LexTech, Inc. Retrieved 20 November 2016.
9. ^ Weisshaar, Terry (July 28, 2011). Aerospace Structures- an Introduction to Fundamental Problems. West Lafayette, IN: Purdue University.
10. ^ "Retardation". Handbook for Damage Tolerant Design. LexTech, Inc. Retrieved 20 November 2016.
11. ^ a b Rice, J. R. (1968), "A path independent integral and the approximate analysis of strain concentration by notches and cracks" (PDF), Journal of Applied Mechanics, 35: 379–386, Bibcode:1968JAM....35..379R, doi:10.1115/1.3601206.
12. ^ Barenblatt, G. I. (1962), "The mathematical theory of equilibrium cracks in brittle fracture", Advances in Applied Mechanics, 7: 55–129, doi:10.1016/s0065-2156(08)70121-2
13. ^ Dugdale, D. S. (1960), "Yielding of steel sheets containing slits", Journal of the Mechanics and Physics of Solids, 8 (2): 100–104, Bibcode:1960JMPSo...8..100D, doi:10.1016/0022-5096(60)90013-2
14. ^ Willis, J. R. (1967), "A comparison of the fracture criteria of Griffith and Barenblatt", Journal of the Mechanics and Physics of Solids, 15 (3): 151–162, Bibcode:1967JMPSo..15..151W, doi:10.1016/0022-5096(67)90029-4.
15. ^ Xu, X.P.; Needleman, A. (1994), "Numerical simulations of fast crack growth in brittle solids", Journal of the Mechanics and Physics of Solids, 42 (9): 1397–1434, Bibcode:1994JMPSo..42.1397X, doi:10.1016/0022-5096(94)90003-5
16. ^ Camacho, G. T.; Ortiz, M. (1996), "Computational modelling of impact damage in brittle materials", International Journal of Solids and Structures, 33 (20-22): 2899–2938, doi:10.1016/0020-7683(95)00255-3
17. ^ Mirsayar, M. M., "Mixed mode fracture analysis using extended maximum tangential strain criterion", Materials & Design, 2015, doi:10.1016/j.matdes.2015.07.135.