Plane strain bifurcation analysis of soils by the tangential–subloading surface model

descriptionPublicationkeyboard_double_arrow_right Article 01 Oct 2004 English Publisher:Elsevier BVJournal:International Journal of Solids and Structures, volume 41, pages 5,541-5,563 (issn: 0020-7683,

Copyright policy )

Authors: Khojastehpour, Mehdi; Hashiguchi, Koichi;

doi: 10.1016/j.ijsolstr.2004.04.017

Plane strain bifurcation analysis of soils by the tangential–subloading surface model

- Summary
- Subjects
- Metrics

Abstract

zbMATH Open Web Interface contents unavailable due to conflicting licenses.

Related Organizations

Kyushu University
Japan

Keywords

Bifurcation and buckling, Soil and rock mechanics, shear band formation, diffuse bifurcation, shear band inclination, Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials)

Impact byBIP!

	selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).	17
	popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.	Average
	influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).	Top 10%
	impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.	Top 10%