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

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


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


Residual Stress Finite Element Model Finite Element Result Follower Load Eccentricity Effect 
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Copyright information

© The Author(s) 2013

Authors and Affiliations

  1. 1.SIM&TECBuenos AiresArgentina

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