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Application of Cosserat theory in numerical solutions of limit load problems

Application of Cosserat theory in numerical solutions of limit load problems A continuum model for regular block structures is derived within the framework of Cosserat theory. On the basis of the derived model a limit load problem of tunnel statics is solved by the finite element method. In a special case the results of the numerical analysis are compared with a kinematical bounding solution. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Archive of Applied Mechanics Springer Journals

Application of Cosserat theory in numerical solutions of limit load problems

Archive of Applied Mechanics , Volume 59 (2) – Oct 12, 2004

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References (52)

Publisher
Springer Journals
Copyright
Copyright © 1989 by Springer-Verlag
Subject
Engineering; Theoretical and Applied Mechanics; Classical Mechanics
ISSN
0939-1533
eISSN
1432-0681
DOI
10.1007/BF00538366
Publisher site
See Article on Publisher Site

Abstract

A continuum model for regular block structures is derived within the framework of Cosserat theory. On the basis of the derived model a limit load problem of tunnel statics is solved by the finite element method. In a special case the results of the numerical analysis are compared with a kinematical bounding solution.

Journal

Archive of Applied MechanicsSpringer Journals

Published: Oct 12, 2004

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