Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/5855
Title: Theory of soil plasticity with indefinite angle of non-coaxiality
Authors: Takagi, Shunsuke, 1919-
Keywords: Continuum mechanics
Non-coaxiality
Plane deformation
Plasticity
Plastic properties
Soil mechanics
Soils
Mathematical models
Mathematical analysis
Strain rate
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Research report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 307.
Description: Research Report
Abstract: One of the difficulties that have hampered the development of the mathematical theory of soil plasticity was recently overcome by Mandl and Luque. They showed that the non-coaxiality of the principal axes of a stress tensor and a strain-rate tensor can occur only in plane deformation. Their assumption that the angle of non-coaxiality should be a material constant cannot be supported, however. The angle of noncoaxiality should be determined so that the solution to the given problem can exist. It is demonstrated in one of the examples in this paper that a well-known solution in which the angle of non-coaxiality is assumed to be zero does violate the assumed boundary condition. The theory was reorganized bv using new insights given by Mandl and Luque. It is concluded that still missing is one condition that enables us to determine the angle of non-coaxiality as a function of space.
URI: http://hdl.handle.net/11681/5855
Appears in Collections:CRREL Research Report

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