NDLI: A quasi-plasticity matrix for calculation of soil stiffness

Content Provider	Springer Nature Link
Author	Shcheglov, B. A. Makhutov, N. A.
Copyright Year	2007
Abstract	A method for construction of a quasi-plasticity matrix for calculation of soil stiffness by the finite element method is proposed. This method uses the defining von Mises relation that takes into account the effect of the first two invariants of the stress tensor and the gradient deformation law associated with the defining relation. Results obtained on the basis of the von Mises condition are compared with experimental results and an optimal value of the variable parameter is found.
Starting Page	386
Ending Page	389
Page Count	4
File Format	PDF
ISSN	10526188
Journal	Journal of Machinery Manufacture and Reliability
Volume Number	36
Issue Number	4
e-ISSN	19349394
Language	English
Publisher	Allerton Press, Inc.
Publisher Date	2007-01-01
Publisher Place	New York
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Manufacturing, Machines, Tools
Content Type	Text
Resource Type	Article
Subject	Industrial and Manufacturing Engineering Mechanical Engineering Safety, Risk, Reliability and Quality

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A quasi-plasticity matrix for calculation of soil stiffness