Finite element method
This article may be too technical for most readers to understand. (September 2012)

Differential equations  

Navier–Stokes differential equations used to simulate airflow around an obstruction.


Classification  
Types


Relation to processes


Solution  
General topics


In mathematics, the finite element method (FEM) is a numerical technique for finding approximate solutions to boundary value problems for partial differential equations. It uses subdivision of a whole problem domain into simpler parts, called finite elements, and variational methods from the calculus of variations to solve the problem by minimizing an associated error function. Analogous to the idea that connecting many tiny straight lines can approximate a larger circle, FEM encompasses methods for connecting many simple element equations over many small subdomains, named finite elements, to approximate a more complex equation over a larger domain.
Contents
Basic concepts
The subdivision of a whole domain into simpler parts has several advantages:^{[1]}
 Accurate representation of complex geometry
 Inclusion of dissimilar material properties
 Easy representation of the total solution
 Capture of local effects.
A typical work out of the method involves (1) dividing the domain of the problem into a collection of subdomains, with each subdomain represented by a set of element equations to the original problem, followed by (2) systematically recombining all sets of element equations into a global system of equations for the final calculation. The global system of equations has known solution techniques, and can be calculated from the initial values of the original problem to obtain a numerical answer.
In the first step above, the element equations are simple equations that locally approximate the original complex equations to be studied, where the original equations are often partial differential equations (PDE). To explain the approximation in this process, FEM is commonly introduced as a special case of Galerkin method. The process, in mathematical language, is to construct an integral of the inner product of the residual and the weight functions and set the integral to zero. In simple terms, it is a procedure that minimizes the error of approximation by fitting trial functions into the PDE. The residual is the error caused by the trial functions, and the weight functions are polynomial approximation functions that project the residual. The process eliminates all the spatial derivatives from the PDE, thus approximating the PDE locally with
 a set of algebraic equations for steady state problems,
 a set of ordinary differential equations for transient problems.
These equation sets are the element equations. They are linear if the underlying PDE is linear, and vice versa. Algebraic equation sets that arise in the steady state problems are solved using numerical linear algebra methods, while ordinary differential equation sets that arise in the transient problems are solved by numerical integration using standard techniques such as Euler's method or the RungeKutta method.
In step (2) above, a global system of equations is generated from the element equations through a transformation of coordinates from the subdomains' local nodes to the domain's global nodes. This spatial transformation includes appropriate orientation adjustments as applied in relation to the reference coordinate system. The process is often carried out by FEM software using coordinate data generated from the subdomains.
FEM is best understood from its practical application, known as finite element analysis (FEA). FEA as applied in engineering is a computational tool for performing engineering analysis. It includes the use of mesh generation techniques for dividing a complex problem into small elements, as well as the use of software program coded with FEM algorithm. In applying FEA, the complex problem is usually a physical system with the underlying physics such as the EulerBernoulli beam equation, the heat equation, or the NavierStokes equations expressed in either PDE or integral equations, while the divided small elements of the complex problem represent different areas in the physical system.
FEA is a good choice for analyzing problems over complicated domains (like cars and oil pipelines), when the domain changes (as during a solid state reaction with a moving boundary), when the desired precision varies over the entire domain, or when the solution lacks smoothness. For instance, in a frontal crash simulation it is possible to increase prediction accuracy in "important" areas like the front of the car and reduce it in its rear (thus reducing cost of the simulation). Another example would be in numerical weather prediction, where it is more important to have accurate predictions over developing highly nonlinear phenomena (such as tropical cyclones in the atmosphere, or eddies in the ocean) rather than relatively calm areas.
History
While it is difficult to quote a date of the invention of the finite element method, the method originated from the need to solve complex elasticity and structural analysis problems in civil and aeronautical engineering. Its development can be traced back to the work by A. Hrennikoff ^{[2]} and R. Courant.^{[3]} In China, in the later 1950s and early 1960s, based on the computations of dam constructions, K. Feng proposed a systematic numerical method for solving partial differential equations. The method was called the finite difference method based on variation principle, which was another independent invention of finite element method. Although the approaches used by these pioneers are different, they share one essential characteristic: mesh discretization of a continuous domain into a set of discrete subdomains, usually called elements.
Hrennikoff's work discretizes the domain by using a lattice analogy, while Courant's approach divides the domain into finite triangular subregions to solve second order elliptic partial differential equations (PDEs) that arise from the problem of torsion of a cylinder. Courant's contribution was evolutionary, drawing on a large body of earlier results for PDEs developed by Rayleigh, Ritz, and Galerkin.
The finite element method obtained its real impetus in the 1960s and 1970s by the developments of J. H. Argyris with coworkers at the University of Stuttgart, R. W. Clough with coworkers at UC Berkeley, O. C. Zienkiewicz with coworkers Ernest Hinton, Bruce Irons^{[4]} and others at the University of Swansea, Philippe G. Ciarlet at the University of Paris 6 and Richard Gallagher with coworkers at Cornell University. Further impetus was provided in these years by available open source finite element software programs. NASA sponsored the original version of NASTRAN, and UC Berkeley made the finite element program SAP IV^{[5]} widely available. In Norway the ship classification society Det Norske Veritas (now DNV GL) developed Sesam in 1969 for use in analysis of ships.^{[6]} A rigorous mathematical basis to the finite element method was provided in 1973 with the publication by Strang and Fix.^{[7]} The method has since been generalized for the numerical modeling of physical systems in a wide variety of engineering disciplines, e.g., electromagnetism, heat transfer, and fluid dynamics.^{[8]}^{[9]}
Technical discussion
The structure of finite element methods
Finite element methods are numerical methods for approximating the solutions of mathematical problems that are usually formulated so as to precisely state an idea of some aspect of physical reality.
A finite element method is characterized by a variational formulation, a discretization strategy, one or more solution algorithms and postprocessing procedures.
Examples of variational formulation are the Galerkin method, the discontinuous Galerkin method, mixed methods, etc.
A discretization strategy is understood to mean a clearly defined set of procedures that cover (a) the creation of finite element meshes, (b) the definition of basis function on reference elements (also called shape functions) and (c) the mapping of reference elements onto the elements of the mesh. Examples of discretization strategies are the hversion, pversion, hpversion, xFEM, isogeometric analysis, etc. Each discretization strategy has certain advantages and disadvantages. A reasonable criterion in selecting a discretization strategy is to realize nearly optimal performance for the broadest set of mathematical models in a particular model class.
There are various numerical solution algorithms that can be classified into two broad categories; direct and iterative solvers. These algorithms are designed to exploit the sparsity of matrices that depend on the choices of variational formulation and discretization strategy.
Postprocessing procedures are designed for the extraction of the data of interest from a finite element solution. In order to meet the requirements of solution verification, postprocessors need to provide for a posteriori error estimation in terms of the quantities of interest. When the errors of approximation are larger than what is considered acceptable then the discretization has to be changed either by an automated adaptive process or by action of the analyst. There are some very efficient postprocessors that provide for the realization of superconvergence.
Illustrative problems P1 and P2
We will illustrate the finite element method using two sample problems from which the general method can be extrapolated. It is assumed that the reader is familiar with calculus and linear algebra.
P1 is a onedimensional problem
where is given, is an unknown function of , and is the second derivative of with respect to .
P2 is a twodimensional problem (Dirichlet problem)
where is a connected open region in the plane whose boundary is "nice" (e.g., a smooth manifold or a polygon), and and denote the second derivatives with respect to and , respectively.
The problem P1 can be solved "directly" by computing antiderivatives. However, this method of solving the boundary value problem (BVP) works only when there is one spatial dimension and does not generalize to higherdimensional problems or to problems like . For this reason, we will develop the finite element method for P1 and outline its generalization to P2.
Our explanation will proceed in two steps, which mirror two essential steps one must take to solve a boundary value problem (BVP) using the FEM.
 In the first step, one rephrases the original BVP in its weak form. Little to no computation is usually required for this step. The transformation is done by hand on paper.
 The second step is the discretization, where the weak form is discretized in a finitedimensional space.
After this second step, we have concrete formulae for a large but finitedimensional linear problem whose solution will approximately solve the original BVP. This finitedimensional problem is then implemented on a computer.
Weak formulation
The first step is to convert P1 and P2 into their equivalent weak formulations.
The weak form of P1
If solves P1, then for any smooth function that satisfies the displacement boundary conditions, i.e. at and , we have
(1)
Conversely, if with satisfies (1) for every smooth function then one may show that this will solve P1. The proof is easier for twice continuously differentiable (mean value theorem), but may be proved in a distributional sense as well.
By using integration by parts on the righthandside of (1), we obtain
(2)
where we have used the assumption that .
The weak form of P2
If we integrate by parts using a form of Green's identities, we see that if solves P2, then for any ,
where denotes the gradient and denotes the dot product in the twodimensional plane. Once more can be turned into an inner product on a suitable space of "once differentiable" functions of that are zero on . We have also assumed that (see Sobolev spaces). Existence and uniqueness of the solution can also be shown.
A proof outline of existence and uniqueness of the solution
We can loosely think of to be the absolutely continuous functions of that are at and (see Sobolev spaces). Such functions are (weakly) "once differentiable" and it turns out that the symmetric bilinear map then defines an inner product which turns into a Hilbert space (a detailed proof is nontrivial). On the other hand, the lefthandside is also an inner product, this time on the Lp space . An application of the Riesz representation theorem for Hilbert spaces shows that there is a unique solving (2) and therefore P1. This solution is apriori only a member of , but using elliptic regularity, will be smooth if is.
Discretization
P1 and P2 are ready to be discretized which leads to a common subproblem (3). The basic idea is to replace the infinitedimensional linear problem:
 Find such that
with a finitedimensional version:
 (3) Find such that
where is a finitedimensional subspace of . There are many possible choices for (one possibility leads to the spectral method). However, for the finite element method we take to be a space of piecewise polynomial functions.
For problem P1
We take the interval , choose values of with and we define by:
where we define and . Observe that functions in are not differentiable according to the elementary definition of calculus. Indeed, if then the derivative is typically not defined at any , . However, the derivative exists at every other value of and one can use this derivative for the purpose of integration by parts.
For problem P2
We need to be a set of functions of . In the figure on the right, we have illustrated a triangulation of a 15 sided polygonal region in the plane (below), and a piecewise linear function (above, in color) of this polygon which is linear on each triangle of the triangulation; the space would consist of functions that are linear on each triangle of the chosen triangulation.
One often reads instead of in the literature. The reason is that one hopes that as the underlying triangular grid becomes finer and finer, the solution of the discrete problem (3) will in some sense converge to the solution of the original boundary value problem P2. The triangulation is then indexed by a real valued parameter which one takes to be very small. This parameter will be related to the size of the largest or average triangle in the triangulation. As we refine the triangulation, the space of piecewise linear functions must also change with , hence the notation . Since we do not perform such an analysis, we will not use this notation.
Choosing a basis
To complete the discretization, we must select a basis of . In the onedimensional case, for each control point we will choose the piecewise linear function in whose value is at and zero at every , i.e.,
for ; this basis is a shifted and scaled tent function. For the twodimensional case, we choose again one basis function per vertex of the triangulation of the planar region . The function is the unique function of whose value is at and zero at every .
Depending on the author, the word "element" in "finite element method" refers either to the triangles in the domain, the piecewise linear basis function, or both. So for instance, an author interested in curved domains might replace the triangles with curved primitives, and so might describe the elements as being curvilinear. On the other hand, some authors replace "piecewise linear" by "piecewise quadratic" or even "piecewise polynomial". The author might then say "higher order element" instead of "higher degree polynomial". Finite element method is not restricted to triangles (or tetrahedra in 3d, or higher order simplexes in multidimensional spaces), but can be defined on quadrilateral subdomains (hexahedra, prisms, or pyramids in 3d, and so on). Higher order shapes (curvilinear elements) can be defined with polynomial and even nonpolynomial shapes (e.g. ellipse or circle).
Examples of methods that use higher degree piecewise polynomial basis functions are the hpFEM and spectral FEM.
More advanced implementations (adaptive finite element methods) utilize a method to assess the quality of the results (based on error estimation theory) and modify the mesh during the solution aiming to achieve approximate solution within some bounds from the 'exact' solution of the continuum problem. Mesh adaptivity may utilize various techniques, the most popular are:
 moving nodes (radaptivity)
 refining (and unrefining) elements (hadaptivity)
 changing order of base functions (padaptivity)
 combinations of the above (hpadaptivity).
Small support of the basis
The primary advantage of this choice of basis is that the inner products
and
will be zero for almost all . (The matrix containing in the location is known as the Gramian matrix.) In the one dimensional case, the support of is the interval . Hence, the integrands of and are identically zero whenever .
Similarly, in the planar case, if and do not share an edge of the triangulation, then the integrals
and
are both zero.
Matrix form of the problem
If we write and then problem (3), taking for , becomes
 for (4)
If we denote by and the column vectors and , and if we let
and
be matrices whose entries are
and
then we may rephrase (4) as
 (5)
It is not necessary to assume . For a general function , problem (3) with for becomes actually simpler, since no matrix is used,
 , (6)
where and for .
As we have discussed before, most of the entries of and are zero because the basis functions have small support. So we now have to solve a linear system in the unknown where most of the entries of the matrix , which we need to invert, are zero.
Such matrices are known as sparse matrices, and there are efficient solvers for such problems (much more efficient than actually inverting the matrix.) In addition, is symmetric and positive definite, so a technique such as the conjugate gradient method is favored. For problems that are not too large, sparse LU decompositions and Cholesky decompositions still work well. For instance, MATLAB's backslash operator (which uses sparse LU, sparse Cholesky, and other factorization methods) can be sufficient for meshes with a hundred thousand vertices.
The matrix is usually referred to as the stiffness matrix, while the matrix is dubbed the mass matrix.
General form of the finite element method
In general, the finite element method is characterized by the following process.
 One chooses a grid for . In the preceding treatment, the grid consisted of triangles, but one can also use squares or curvilinear polygons.
 Then, one chooses basis functions. In our discussion, we used piecewise linear basis functions, but it is also common to use piecewise polynomial basis functions.
A separate consideration is the smoothness of the basis functions. For second order elliptic boundary value problems, piecewise polynomial basis function that are merely continuous suffice (i.e., the derivatives are discontinuous.) For higher order partial differential equations, one must use smoother basis functions. For instance, for a fourth order problem such as , one may use piecewise quadratic basis functions that are .
Another consideration is the relation of the finitedimensional space to its infinitedimensional counterpart, in the examples above . A conforming element method is one in which the space is a subspace of the element space for the continuous problem. The example above is such a method. If this condition is not satisfied, we obtain a nonconforming element method, an example of which is the space of piecewise linear functions over the mesh which are continuous at each edge midpoint. Since these functions are in general discontinuous along the edges, this finitedimensional space is not a subspace of the original .
Typically, one has an algorithm for taking a given mesh and subdividing it. If the main method for increasing precision is to subdivide the mesh, one has an hmethod (h is customarily the diameter of the largest element in the mesh.) In this manner, if one shows that the error with a grid is bounded above by , for some and , then one has an order p method. Under certain hypotheses (for instance, if the domain is convex), a piecewise polynomial of order method will have an error of order .
If instead of making h smaller, one increases the degree of the polynomials used in the basis function, one has a pmethod. If one combines these two refinement types, one obtains an hpmethod (hpFEM). In the hpFEM, the polynomial degrees can vary from element to element. High order methods with large uniform p are called spectral finite element methods (SFEM). These are not to be confused with spectral methods.
For vector partial differential equations, the basis functions may take values in .
Various types of finite element methods
AEM
The Applied Element Method, or AEM combines features of both FEM and Discrete element method, or (DEM).
Generalized finite element method
The generalized finite element method (GFEM) uses local spaces consisting of functions, not necessarily polynomials, that reflect the available information on the unknown solution and thus ensure good local approximation. Then a partition of unity is used to “bond” these spaces together to form the approximating subspace. The effectiveness of GFEM has been shown when applied to problems with domains having complicated boundaries, problems with microscales, and problems with boundary layers.^{[10]}
Mixed finite element method
hpFEM
The hpFEM combines adaptively, elements with variable size h and polynomial degree p in order to achieve exceptionally fast, exponential convergence rates.^{[11]}
hpkFEM
The hpkFEM combines adaptively, elements with variable size h, polynomial degree of the local approximations p and global differentiability of the local approximations (k1) in order to achieve best convergence rates.
XFEM
The extended finite element method (XFEM), is a numerical technique based on the generalized finite element method (GFEM) and the partition of unity method (PUM). It extends the classical finite element method (FEM) approach by enriching the solution space for solutions to differential equations with discontinuous functions. Enriched finite element methods extend, or enrich, the approximation space so that it is able to naturally reproduce the challenging feature associated with the problem of interest: the discontinuity, singularity, boundary layer, etc. It was shown that for some problems, such an embedding of the problem's feature into the approximation space can significantly improve convergence rates and accuracy. Moreover, treating problems with discontinuities with extended Finite Element Methods suppresses the need to mesh and remesh the discontinuity surfaces, thus alleviating the computational costs and projection errors associated with conventional finite element methods, at the cost of restricting the discontinuities to mesh edges.
There exists several research codes implementing this technique to various degrees. 1. GetFEM++ 2. xfem++ 3. openxfem++
XFEM has also been implemented in code like Altair Radioss, ASTER, Morfeo, and Abaqus. It is increasingly being adopted by other commercial finite element software, with a few plugins and actual core implementations available (ANSYS, SAMCEF, OOFELIE, etc.).
SFEM
Spectral element method
Meshfree methods
Discontinuous Galerkin methods
Finite element limit analysis
Stretched grid method
Comparison to the finite difference method
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The finite difference method (FDM) is an alternative way of approximating solutions of PDEs. The differences between FEM and FDM are:
 The most attractive feature of the FEM is its ability to handle complicated geometries (and boundaries) with relative ease. While FDM in its basic form is restricted to handle rectangular shapes and simple alterations thereof, the handling of geometries in FEM is theoretically straightforward.
 The most attractive feature of finite differences is that it can be very easy to implement.
 There are several ways one could consider the FDM a special case of the FEM approach. E.g., first order FEM is identical to FDM for Poisson's equation, if the problem is discretized by a regular rectangular mesh with each rectangle divided into two triangles.
 There are reasons to consider the mathematical foundation of the finite element approximation more sound, for instance, because the quality of the approximation between grid points is poor in FDM.
 The quality of a FEM approximation is often higher than in the corresponding FDM approach, but this is extremely problemdependent and several examples to the contrary can be provided.
Generally, FEM is the method of choice in all types of analysis in structural mechanics (i.e. solving for deformation and stresses in solid bodies or dynamics of structures) while computational fluid dynamics (CFD) tends to use FDM or other methods like finite volume method (FVM). CFD problems usually require discretization of the problem into a large number of cells/gridpoints (millions and more), therefore cost of the solution favors simpler, lower order approximation within each cell. This is especially true for 'external flow' problems, like air flow around the car or airplane, or weather simulation.
Application
A variety of specializations under the umbrella of the mechanical engineering discipline (such as aeronautical, biomechanical, and automotive industries) commonly use integrated FEM in design and development of their products. Several modern FEM packages include specific components such as thermal, electromagnetic, fluid, and structural working environments. In a structural simulation, FEM helps tremendously in producing stiffness and strength visualizations and also in minimizing weight, materials, and costs.
FEM allows detailed visualization of where structures bend or twist, and indicates the distribution of stresses and displacements. FEM software provides a wide range of simulation options for controlling the complexity of both modeling and analysis of a system. Similarly, the desired level of accuracy required and associated computational time requirements can be managed simultaneously to address most engineering applications. FEM allows entire designs to be constructed, refined, and optimized before the design is manufactured.
This powerful design tool has significantly improved both the standard of engineering designs and the methodology of the design process in many industrial applications.^{[12]} The introduction of FEM has substantially decreased the time to take products from concept to the production line.^{[12]} It is primarily through improved initial prototype designs using FEM that testing and development have been accelerated.^{[13]} In summary, benefits of FEM include increased accuracy, enhanced design and better insight into critical design parameters, virtual prototyping, fewer hardware prototypes, a faster and less expensive design cycle, increased productivity, and increased revenue.^{[12]}
FEA has also been proposed to use in stochastic modelling for numerically solving probability models.^{[14]}^{[15]}
See also
 Applied element method
 Boundary element method
 Computer experiment
 Direct stiffness method
 Discontinuity layout optimization
 Discrete element method
 Finite difference method
 Finite element machine
 Finite element method in structural mechanics
 Finite volume method
 Finite volume method for unsteady flow
 Interval finite element
 Isogeometric analysis
 Lattice Boltzmann methods
 List of finite element software packages
 Movable cellular automaton
 Multidisciplinary design optimization
 Multiphysics
 Patch test
 Rayleigh–Ritz method
 Weakened weak form
References
 ↑ Reddy, J.N. (2006). An Introduction to the Finite Element Method (Third ed.). McGrawHill. ISBN 9780071267618.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Hrennikoff, Alexander (1941). "Solution of problems of elasticity by the framework method". Journal of applied mechanics. 8.4: 169–175.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Courant, R. (1943). "Variational methods for the solution of problems of equilibrium and vibrations". Bulletin of the American Mathematical Society. 49: 1–23. doi:10.1090/s000299041943078184.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Hinton, Ernest; Irons, Bruce (July 1968). "Least squares smoothing of experimental data using finite elements". Strain. 4: 24–27. doi:10.1111/j.14751305.1968.tb01368.x.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ "SAPIV Software and Manuals". NISEE eLibrary, The Earthquake Engineering Online Archive.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Gard Paulsen, Håkon With Andersen, John Petter Collett, Iver Tangen Stensrud (2014). Building Trust, The history of DNV 18642014. Lysaker, Norway: Dinamo Forlag A/S. pp. 121, 436. ISBN 9788280712561.
accessdate=
requiresurl=
(help)CS1 maint: multiple names: authors list (link)<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>  ↑ Strang, Gilbert; Fix, George (1973). An Analysis of The Finite Element Method. Prentice Hall. ISBN 0130329460.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Zienkiewicz, O.C.; Taylor, R.L.; Zhu, J.Z. (2005). The Finite Element Method: Its Basis and Fundamentals (Sixth ed.). ButterworthHeinemann. ISBN 0750663200.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Bathe, K.J. (2006). Finite Element Procedures. Cambridge, MA: KlausJürgen Bathe. ISBN 097900490X.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Babuška, Ivo; Banerjee, Uday; Osborn, John E. (June 2004). "Generalized Finite Element Methods: Main Ideas, Results, and Perspective". International Journal of Computational Methods. 1 (1): 67–103. doi:10.1142/S0219876204000083.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ P. Solin, K. Segeth, I. Dolezel: HigherOrder Finite Element Methods, Chapman & Hall/CRC Press, 2003
 ↑ ^{12.0} ^{12.1} ^{12.2} Hastings, J. K., Juds, M. A., Brauer, J. R., Accuracy and Economy of Finite Element Magnetic Analysis, 33rd Annual National Relay Conference, April 1985.
 ↑ McLarenMercedes (2006). "McLaren Mercedes: Feature  Stress to impress". Archived from the original on 20061030. Retrieved 20061003.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Peng Long; Wang Jinliang; Zhu Qiding (19 May 1995). "Methods with high accuracy for finite element probability computing". Journal of Computational and Applied Mathematics. 59 (2): 181–189. doi:10.1016/03770427(94)00027X.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
 ↑ Haldar, Achintya; Mahadevan, Sankaran (2000). Reliability Assessment Using Stochastic Finite Element Analysis. John Wiley & Sons. ISBN 9780471369615.<templatestyles src="Module:Citation/CS1/styles.css"></templatestyles>
Further reading
 G. Allaire and A. Craig: Numerical Analysis and Optimization:An Introduction to Mathematical Modelling and Numerical Simulation
 K. J. Bathe : Numerical methods in finite element analysis, PrenticeHall (1976).
 J. Chaskalovic, Finite Elements Methods for Engineering Sciences, Springer Verlag, (2008).
 O. C. Zienkiewicz, R. L. Taylor, J. Z. Zhu : The Finite Element Method: Its Basis and Fundamentals, ButterworthHeinemann, (2005).
External links
 IFER Internet Finite Element Resources  Describes and provides access to finite element analysis software via the Internet.
 NAFEMS—The International Association for the Engineering Analysis Community
 Mathematics of the Finite Element Method
 Finite Element Methods for Partial Differential Equations  Lecture notes by Endre Süli
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 Articles needing expert attention from September 2012
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 Continuum mechanics
 Finite element method
 Numerical differential equations
 Partial differential equations
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