Computational fracture mechanics: Research and application

Abstract This paper focuses on the impact of computational methodology on furthering the understanding of fundamental fracture phenomena. The current numerical approaches to the solution of fracture mechanics problems, e.g. finite element (FE) methods, finite difference methods and boundary element methods, are reviewed. The application of FE methods to the problems of linear elastic fracture problems is discussed. Particular emphases are placed on the stress intensity factors, energy release rate in mixed mode fracture and dynamic crack propagation. Numerical solutions of ductile fracture problems are surveyed. A special focus is placed on stable crack growth problems. The need for further research in this area is emphasized. The importance of large strain phenomena and accurate modeling of non-linearities is highlighted. An expanded version of fracture mechanics methodology is given by Liebowitz [Advances in Fracture Research 3. Pergamon Press, Oxford (1989)]; additional treatment is given in this paper to numerical results incorporating error estimates and algorithms for mesh design into the FE code. The adaptive method involves various stages which includes FE analysis, error estimation/indication, mesh refinement and fracture/failure analysis iteratively. Reference is made to integrate expert knowledge and a hierarchical, rule-based, decision process to fracture mechanics for the purpose of designing practical fracture-proof engineering products. Some further areas of research in adaptive finite element analysis are discussed.

[1]  G. T. Hahn,et al.  A new finite-element technique for modelling stable crack growth , 1986 .

[2]  H. Liebowitz,et al.  Computational fracture mechanics , 1989 .

[3]  W. Hackbusch Singular Integral Equations , 1995 .

[4]  John W. Hutchinson,et al.  Quasi-Static Steady Crack Growth in Small-Scale Yielding , 1980 .

[5]  J. Oden,et al.  Toward a universal h - p adaptive finite element strategy: Part 2 , 1989 .

[6]  R. Nuismer An energy release rate criterion for mixed mode fracture , 1975 .

[7]  G. Sih,et al.  Mathematical theories of brittle fracture. , 1968 .

[8]  Y. Murakami Stress Intensity Factors Handbook , 2006 .

[9]  W. W. King,et al.  Singularity-Element Simulation of Crack Propagation , 1977 .

[10]  T. Strouboulis,et al.  Recent experiences with error estimation and adaptivity, part II: Error estimation for h -adaptive approximations on grids of triangles and quadrilaterals , 1992 .

[11]  D. M. Parks A stiffness derivative finite element technique for determination of crack tip stress intensity factors , 1974 .

[12]  K. N. Shivakumar,et al.  A virtual crack-closure technique for calculating stress intensity factors for cracked three dimensional bodies , 1988, International Journal of Fracture.

[13]  G. Strang,et al.  An Analysis of the Finite Element Method , 1974 .

[14]  T. K. Hellen,et al.  Calculation of stress intensity factors in three dimensions by finite element methods , 1977 .

[15]  R. Barsoum On the use of isoparametric finite elements in linear fracture mechanics , 1976 .

[16]  Shen Wei,et al.  The nonlinear energy method for mixed mode fracture , 1982 .

[17]  Ivo Babuška,et al.  On the reliability and optimality of the finite element method , 1979 .

[18]  W. Schmitt,et al.  Numerical Methods in Fracture Mechanics , 1987 .

[19]  Barna A. Szabó,et al.  The use of a priori estimates in engineering computations , 1990 .

[20]  Du Shanyi,et al.  Variations of various fracture parameters during the process of subcritical crack growth , 1983 .

[21]  G. C. Sih Plates and shells with cracks , 1977 .

[22]  T. Strouboulis,et al.  Recent experiences with error estimation and adaptivity. Part I: Review of error estimators for scalar elliptic problems , 1992 .

[23]  David T. Read,et al.  Experimental and numerical studies of the J-integral for a surface flaw , 1990 .

[24]  Ivo Babuška,et al.  Accuracy estimates and adaptive refinements in finite element computations , 1986 .

[25]  R. D. Henshell,et al.  CRACK TIP FINITE ELEMENTS ARE UNNECESSARY , 1975 .

[26]  Leszek Demkowicz,et al.  Toward a universal h-p adaptive finite element strategy , 1989 .

[27]  Harold Liebowitz,et al.  Finite Element Methods in Fracture Mechanics , 1987 .

[28]  Et Moyer Methodology for mixed-mode stress-intensity factor calculations , 1988 .

[29]  Harold Liebowitz,et al.  Creep crack growth modeling and near tip stress fields , 1987 .

[30]  Leszek Demkowicz,et al.  Toward a universal adaptive finite element strategy part 3. design of meshes , 1989 .

[31]  O. C. Zienkiewicz,et al.  A simple error estimator and adaptive procedure for practical engineerng analysis , 1987 .

[32]  A. Ingraffea,et al.  Stress‐intensity factor computation in three dimensions with quarter‐point elements , 1980 .

[33]  Harold Liebowitz,et al.  Smart computational fracture of materials and structures , 1995 .

[34]  Harold Liebowitz,et al.  Hierarchical mesh adaptation of 2D quadrilateral elements , 1995 .

[35]  G. Pinder,et al.  Numerical solution of partial differential equations in science and engineering , 1982 .

[36]  Ahmed K. Noor,et al.  Geometrically nonlinear analysis of layerwise anisotropic shell structures by hybrid strain based lower order elements , 1987 .