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All figures (9)
Table 1 Comparison of experimental and numerical value of the peak stress and elastic strain for confined compressive tests on concrete, c 70; n 2; n2 3:5
Fig. 5. Limit surface of function (53) E0 100, r0 1, n 1:5.
Fig. 10. Uniaxial processes for n 1, 2, c 50, E 100. Mises criterion.
Fig. 24. Slit problem. Geometry and load condition.
Fig. 4. Uniaxial domain C and K for Eqs. (34) and (45).
Fig. 1. Elastic potential /ðee;xeÞ and its level sets in an uniaxial case n 2.
Fig. 20. Triaxial compressive stress strain curve.
Fig. 3. Complementary energy functional in an uniaxial stress state, n 2.
Fig. 2. Complementary energy functional in an uniaxial stress state. Section with planes r1 const, n 2.
Journal Article
•
DOI
•
A new thermodynamically consistent continuum model for hardening plasticity coupled with damage
[...]
Loredana Contrafatto
1
,
Massimo Cuomo
1
•
Institutions (1)
University of Catania
1
01 Dec 2002
-
International Journal of Solids and Structures