An analysis of geotechnical problems involving strain softening effects

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1427::AID-NAG6>3.0.CO;2-B" /><1427::AID-NAG6>3.0.CO;2-B 10.1002/(SICI)1096-9853(199911)23:13<1427::AID-NAG6>3.0.CO;2-BzbMath0962.74041OpenAlexW1970562039MaRDI QIDQ4934157

Donatella Sterpi

Publication date: 17 January 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199911)23:13<1427::aid-nag6>3.0.co;2-b

zbMATH Keywords

finite element procedurematerial softeninggeomaterialsloading path bifurcationnegative hardening materialpositive hardening materialssmall-scale model of shallow tunnelstrain softening effectsstructural softening

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 (1)

Finite element methods for the analysis of strong discontinuities in coupled poro-plastic media.

Cites Work

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