Analysis of corrugated steel web girders by an efficient beam bending theory

Chawalit Machimdamrong, Eiichi Watanabe, Tomoaki Utsunomiya

Research output: Contribution to journalArticle

26 Citations (Scopus)

Abstract

An elastic beam bending theory for analysis of prestressed concrete girders with corrugated steel web is derived by the application of the variational principle. The theory is a shear deformable beam theory which is based on three displacement fields and is similar to the classical Timoshenko beam theory. A two-node linear finite element with full and reduced integration of the theory is provided. It is then used to analyze simply supported and continuous I- and box-girders. Their predicted results are found in good agreement with those by the 3D finite element analysis. A simplified theory which is similar to the proposed theory by Kato et al. (2002) is also discussed and included in appendix.

Original languageEnglish
Pages (from-to)131s-142s
JournalStructural Engineering/Earthquake Engineering
Volume21
Issue number2
DOIs
Publication statusPublished - Oct 1 2004
Externally publishedYes

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Concrete beams and girders
Beams and girders
Prestressed concrete
steel
Finite element method
Steel
analysis
World Wide Web

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Arts and Humanities (miscellaneous)
  • Geotechnical Engineering and Engineering Geology

Cite this

Analysis of corrugated steel web girders by an efficient beam bending theory. / Machimdamrong, Chawalit; Watanabe, Eiichi; Utsunomiya, Tomoaki.

In: Structural Engineering/Earthquake Engineering, Vol. 21, No. 2, 01.10.2004, p. 131s-142s.

Research output: Contribution to journalArticle

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