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indent15.dvi
www-mech.eng.cam.ac.uk/profiles/fleck/papers/157.pdf30 Mar 2004: of the core does not necessarily induce shear stress. They performed triaxial tests. ... W. (1997). Constrained buckling tests show. increasing compressive strain to failure with increasing strain gradient. -
PII: S0022-5096(98)00076-3
www-mech.eng.cam.ac.uk/profiles/fleck/papers/94.pdf7 Jul 2004: PERGAMON. Journal of the Mechanics and Physics of Solids36 "0888# 674Ð704. 9911Ð4985:88:,! see front matter Þ 0888 Elsevier Science Ltd[ All rights reservedPII] S 9 9 1 1 Ð 4 9 8 5 " 8 7 # 9 9 9 6 5 Ð 2. The viscoplastic compaction of -
PII: S0020-7403(00)00037-0
www-mech.eng.cam.ac.uk/profiles/fleck/papers/115.pdf7 Jul 2004: Akisanya et al. [7] have measured the sensitivity of the yield surfaceshape to the deformation path by conducting triaxial tests on copper powder.
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