Application of shakedown theory to soils with non associated flow rules

DOI10.1016/S0093-6413(97)00056-6zbMath0904.73049OpenAlexW2054388863MaRDI QIDQ1373223

Mostapha Boulbibane, Dieter Weichert

Publication date: 18 November 1997

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0093-6413(97)00056-6

zbMATH Keywords

lower boundsoptimization problemgeometrically linear theoryelastic-perfectly-plastic material of Mohr-Coulomb typeload domain

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Soil and rock mechanics (74L10)

Related Items (4)

Microscopic limit analysis of cohesive-frictional composites with non-associated plastic flow ⋮ A bipotential-based limit analysis and homogenization of ductile porous materials with non-associated Drucker-Prager matrix ⋮ Application of the interior‐point method to shakedown analysis of pavements ⋮ The linear matching method for the shakedown analysis of geotechnical problems

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