A continuum finite element approach for rock failure and rubble formation

DOI10.1002/NAG.1610060210zbMath0482.73065OpenAlexW2003055535MaRDI QIDQ3940982

Steven E. Benzley, Raymond D. Krieg

Publication date: 1982

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.1610060210

zbMATH Keywords

large deformationaxisymmetricnonlinear motiontwo-dimensional continuabulking of rubblecollapse of rubbledynamic relaxation procedure

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (1)

Computer graphics displays of nonlinear calculations

Uses Software

• Hondo

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