A large strain theory for the two dimensional problems in geomechanics

DOI10.1002/nag.1610100103zbMath0574.73106OpenAlexW2090242309MaRDI QIDQ3693051

Mehmet Tümay, George Z. Voyiadjis, P. D. Kiousis

Publication date: 1986

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.1610100103

zbMATH Keywords

large strainslarge displacementsbearing capacitystrip footingvon MisesLagrangian co-ordinateselasto-plastic bodiesincremental finite element formulationstability of an earth slope

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99) Numerical and other methods in solid mechanics (74S99)

Related Items (2)

Unnamed Item ⋮ Finite strain elastic closed form solutions for some axisymmetric problems

Cites Work

• Finite elasto-plastic deformation. I: Theory and numerical examples
• Corotational Rates for Kinematic Hardening at Large Plastic Deformations
• Soil mechanics and plastic analysis or limit design

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