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Evaluation of Global Bearing Capacities of Structures

  • G. Sacchi Landriani
  • J. Salençon

Part of the International Centre for Mechanical Sciences book series (CISM, volume 332)

About this book

Introduction

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.

Keywords

Capacities of Structures composite material material stability

Editors and affiliations

  • G. Sacchi Landriani
    • 1
  • J. Salençon
    • 2
  1. 1.Polytechnic of MilanMilanItaly
  2. 2.Ecole PolytechniquePalaiseauFrance

Bibliographic information

  • DOI https://doi.org/10.1007/978-3-7091-2752-0
  • Copyright Information CISM Udine 1993
  • Publisher Name Springer, Vienna
  • eBook Packages Springer Book Archive
  • Print ISBN 978-3-211-82493-1
  • Online ISBN 978-3-7091-2752-0
  • Series Print ISSN 0254-1971
  • Series Online ISSN 2309-3706
  • Buy this book on publisher's site
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