On the use of singular displacement finite elements for cracked plate in bending

[1]  N. N. Wahba Response of a plaster-wood room subjected to simulated sonic booms , 1984 .

[2]  T. Hughes,et al.  Techniques for developing ‘special’ finite element shape functions with particular reference to singularities , 1980 .

[3]  R. Barsoum,et al.  Analysis of through cracks in cylindrical shells by the quarterpoint elements , 1979, International Journal of Fracture.

[4]  M. German,et al.  Crack extension modeling with singular quadratic isoparametric elements , 1976 .

[5]  D. P. Jones,et al.  The influence of crack closure and elasto-plastic flow on the bending of a cracked plate , 1975, International Journal of Fracture.

[6]  J. M. Bloom,et al.  An evaluation of a new crack tip element—the distorted 8-node isoparametric element , 1975 .

[7]  R. Barsoum,et al.  Further application of quadratic isoparametric finite elements to linear fracture mechanics of plate bending and general shells , 1975 .

[8]  R. Barsoum Application of quadratic isoparametric finite elements in linear fracture mechanics , 1974 .

[9]  Ray W. Clough,et al.  Improved numerical integration of thick shell finite elements , 1971 .

[10]  D. M. Tracey,et al.  Finite elements for determination of crack tip elastic stress intensity factors , 1971 .

[11]  W. K. Wilson,et al.  On the finite element method for calculating stress intensity factors for cracked plates in bending , 1971 .

[12]  O. C. Zienkiewicz,et al.  Reduced integration technique in general analysis of plates and shells , 1971 .

[13]  S. Chan,et al.  On the Finite Element Method in Linear Fracture Mechanics , 1970 .

[14]  Neng-Ming Wang,et al.  Effects of Plate Thickness on the Bending of an Elastic Plate Containing a Crack , 1968 .

[15]  G. C. Sih,et al.  Effect of Plate Thickness on the Bending Stress Distribution Around Through Cracks , 1968 .

[16]  P. C. Paris,et al.  Crack-Tip, Stress-Intensity Factors for Plane Extension and Plate Bending Problems , 1962 .

[17]  M. Williams The Bending Stress Distribution at the Base of a Stationary Crack , 1961 .

[18]  James K. Knowles,et al.  On the Bending of an Elastic Plate Containing a Crack , 1960 .

[19]  Jalees Ahmad,et al.  Solution of plate bending problems in fracture mechanics using a specialized finite element technique , 1979 .

[20]  A. R. Luxmoore,et al.  An assessment of crack tip singularity models for use with isoparametric elements , 1979 .

[21]  E. Hinton,et al.  A study of quadrilateral plate bending elements with ‘reduced’ integration , 1978 .

[22]  W. E. Lorensen,et al.  The collapsed cubic isoparametric element as a ingular element for crack probblems , 1978 .

[23]  J. F. Fleming,et al.  Optimization of the finite element mesh for the solution of fracture problems , 1978 .

[24]  Anthony R. Ingraffea,et al.  Transition elements to be used with quarter-point crack-tip elements , 1978 .

[25]  R. Wait A note on quarter-point triangular elements , 1978 .

[26]  E. Becker,et al.  A conforming crack tip element with quadratic variation in the singular fields , 1978 .

[27]  H. Hibbitt Some properties of singular isoparametric elements , 1977 .

[28]  T. K. Hellen,et al.  On special isoparametric elements for linear elastic fracturemechanics: A discussion of papers by E. D. Henshell , 1977 .

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

[30]  J. Z. Zhu,et al.  The finite element method , 1977 .

[31]  D. M. Tracey,et al.  Analysis of power type singularities using finite elements , 1977 .

[32]  R. Barsoum Triangular quarter‐point elements as elastic and perfectly‐plastic crack tip elements , 1977 .

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

[34]  R. Barsoum,et al.  A degenerate solid element for linear fracture analysis of plate bending and general shells , 1976 .

[35]  J. Akin The generation of elements with singularities , 1976 .

[36]  J. D. Barrett,et al.  Stress intensity factors in anisotropic plates using singular isoparametric elements , 1976 .

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

[38]  S. Benzley Representation of singularities with isoparametric finite elements , 1974 .

[39]  Bruce M. Irons,et al.  A technique for degenerating brick‐type isoparametric elements using hierarchical midside nodes , 1974 .

[40]  W. S. Blackburn CALCULATION OF STRESS INTENSITY FACTORS AT CRACK TIPS USING SPECIAL FINITE ELEMENTS , 1973 .

[41]  O. Zienkiewicz The Finite Element Method In Engineering Science , 1971 .