Lower bound shakedown analysis of layered pavements using discontinuous stress fields

DOI10.1016/S0045-7825(98)00120-0zbMath0946.74069OpenAlexW2145643722WikidataQ56955544 ScholiaQ56955544MaRDI QIDQ1808140

Yanyan Li

Publication date: 17 October 2000

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(98)00120-0

zbMATH Keywords

finite elementshomogeneous isotropic half-spacelinear approximation of Mohr-Coulomb yield criterionlower bound shakedown limitsthree-noded trianglestwo-layer pavement

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (6)

Bounds for shakedown of cohesive-frictional materials under moving surface loads ⋮ On structural safety assessment by load factor maximization in piecewise linear plasticity ⋮ Three-dimensional analytical solutions for shakedown of cohesive-frictional materials under moving surface loads ⋮ Application of the interior‐point method to shakedown analysis of pavements ⋮ Shakedown analysis of a slope with cyclic groundwater level ⋮ A method for the evaluation of design limits for structural materials in a cyclic state of creep

Cites Work

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• Upper bounds on dynamic deformations of elastoplastic continua
• Lower bound limit analysis using finite elements and linear programming
• Shakedown in frictional materials under moving surface loads

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