Stability and Uniqueness of Strain-Softening Computations

[1]  M. Crisfield A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .

[2]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[3]  Zenon Mróz,et al.  On the description of anisotropic workhardening , 1967 .

[4]  Ernst Melan,et al.  Zur Plastizität des räumlichen Kontinuums , 1938 .

[5]  Z. Bažant,et al.  Crack band theory for fracture of concrete , 1983 .

[6]  J. Dougill,et al.  On stable progressively fracturing solids , 1976 .

[7]  A. Ingraffea,et al.  Numerical modeling of discrete crack propagation in reinforced and plain concrete , 1985 .

[8]  Peter Ritter von Rittinger,et al.  Lehrbuch der Aufbereitungskunde : in ihrer neuesten Entwicklung und Ausbildung systematisch dargestellt , 1867 .

[9]  H. Balmer,et al.  Elastoplastic and creep analysis with the ASKA program system , 1974 .

[10]  O. C. Zienkiewicz,et al.  Elasto‐plastic stress analysis. A generalization for various contitutive relations including strain softening , 1972 .

[11]  David M. Potts,et al.  A critical assessment of methods of correcting for drift from the yield surface in elasto‐plastic finite element analysis , 1985 .

[12]  J. Prévost,et al.  Soil mechanics and plasticity analysis of strain softening , 1975 .

[13]  D. C. Drucker,et al.  A DEFINITION OF STABLE INELASTIC MATERIAL , 1957 .

[14]  Michael Ortiz,et al.  An analysis of a new class of integration algorithms for elastoplastic constitutive relations , 1986 .