Evaluation of Global Bearing Capacities of Structures:

A synthetic presentation of the theory of yield design is illustrated by examples such as the stability analysis of reinforced soil structures and the resistance of long fiber reinforced composite materials. The classical limit analysis theory when standard elastic perfectly plastic behaviour can be...

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Bibliographic Details
Other Authors: Landriani, G. Sacchi (Editor), Salençon, J. (Editor)
Format: Electronic eBook
Language:English
Published: Vienna Springer Vienna 1993
Series:CISM International Centre for Mechanical Sciences, Courses and Lectures 332
Subjects:
Online Access:BTU01
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Summary:A synthetic presentation of the theory of yield design is illustrated by examples such as the stability analysis of reinforced soil structures and the resistance of long fiber reinforced composite materials. The classical limit analysis theory when standard elastic perfectly plastic behaviour can be assumed yields a more precise assessment of the global bearing capacities of structures and makes optimal limit design possible. Structural optimal design is also studied with respect to eigenvalues as well as Structural Topology and Design Optimization
Physical Description:1 Online-Ressource (VII, 280 p)
ISBN:9783709127520
DOI:10.1007/978-3-7091-2752-0

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