Elasto-plastic analysis of pc girder with corrugated steel web by an efficient beam theory

Jean François Bariant, Tomoaki Utsunomiya, Eiichi Watanabe

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

The pre-stressed concrete girders with corrugated steel webs (PCGCSW) are known for there numerous advantages, including the accordion effect, a high shear strength etc. However, the mechanical analysis of these structures has always been a challenge for engineers, since the classical Euler-Bernouilli and Timoshenko theories do not account for the bending behavior and the stress distribution of the PCGCSW. A new theory, called the G3 theory was developed by Machimdamrong et al.(2004) and was found in good accordance with the FEM analysis. In this paper, we propose an extension of the G3 theory by taking into account the inelastic properties of the steel web. FEM analysis is used as a benchmark and gives results very close to the prediction of the elasto-plastic G3 theory.

Original languageEnglish
Pages (from-to)393-404
Number of pages12
JournalDoboku Gakkai Ronbunshuu A
Volume62
Issue number2
DOIs
Publication statusPublished - Dec 1 2006

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Concrete beams and girders
Prestressed concrete
Plastics
Steel
Finite element method
Shear strength
Stress concentration
Engineers

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

Elasto-plastic analysis of pc girder with corrugated steel web by an efficient beam theory. / Bariant, Jean François; Utsunomiya, Tomoaki; Watanabe, Eiichi.

In: Doboku Gakkai Ronbunshuu A, Vol. 62, No. 2, 01.12.2006, p. 393-404.

Research output: Contribution to journalArticle

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