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Collapse and Post-Collapse Behavior of Steel Pipes. Finite Element Models

  • Eduardo N. DvorkinEmail author
  • Rita G. Toscano
Chapter
Part of the SpringerBriefs in Applied Sciences and Technology book series (BRIEFSAPPLSCIENCES)

Abstract

The main objective of this chapter is to discuss some basic ideas regarding the behavior of steel pipes under external pressure and bending.

Keywords

Residual Stress Finite Element Model Finite Element Result Follower Load Eccentricity Effect 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© The Author(s) 2013

Authors and Affiliations

  1. 1.SIM&TECBuenos AiresArgentina

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