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Limit load analysis of thick-walled concrete structures -- a finite element approach to fracture

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Publication:1236011
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DOI10.1016/0045-7825(76)90046-3zbMath0352.73028OpenAlexW2094559658MaRDI QIDQ1236011

J. H. Argyris, Gunter Faust, Kaspar Willam

Publication date: 1976

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

Full work available at URL: https://doi.org/10.1016/0045-7825(76)90046-3


Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99) Research exposition (monographs, survey articles) pertaining to numerical analysis (65-02)


Related Items

3D crack propagation in unreinforced concrete: A two-step algorithm for tracking 3D crack paths, On systems of linear equations of the form \(A^tAx=b\); error analysis and certain consequences for structural applications, Accelerated solution techniques and concrete cracking, Nonlinear finite element analysis of concrete structures, Solution procedures for \(J_3\) plasticity and viscoplasticity, On the stress computation in finite element models based upon displacement approximations



Cites Work

  • Visco-plasticity-plasticity and creep in elastic solids-a unified numerical solution approach
  • Unnamed Item
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