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Limit analysis of structures formed from rigid blocks

Limit analysis of structures formed from rigid blocks In this paper a technique previously developed for the analysis of rigid‐plastic structural frames is adapted to provide a formal procedure for finding the limit load of any structure formed from rigid blocks. In this procedure the load factor is maximized subject to the euilibrium equations of the structure and linear constraints imposed by criteria of failure at the block interfaces. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png International Journal for Numerical Methods in Engineering Wiley

Limit analysis of structures formed from rigid blocks

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References (4)

Publisher
Wiley
Copyright
Copyright © 1978 Wiley Subscription Services, Inc., A Wiley Company
ISSN
0029-5981
eISSN
1097-0207
DOI
10.1002/nme.1620121207
Publisher site
See Article on Publisher Site

Abstract

In this paper a technique previously developed for the analysis of rigid‐plastic structural frames is adapted to provide a formal procedure for finding the limit load of any structure formed from rigid blocks. In this procedure the load factor is maximized subject to the euilibrium equations of the structure and linear constraints imposed by criteria of failure at the block interfaces.

Journal

International Journal for Numerical Methods in Engineering – Wiley

Published: Jan 1, 1978

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