Non-linear analyses model for composite box-girders with corrugated steel webs under torsion

Hee Jung Ko, Jiho Moon, Yong Woo Shin, Hak Eun Lee

Research output: Contribution to journalArticle

20 Citations (Scopus)

Abstract

A composite box-girder with corrugated steel webs has been used in civil engineering practice as an alternative to the conventional pre-stressed concrete box-girder because of several advantages, such as high shear resistance without vertical stiffeners and an increase in the efficiency of pre-stressing due to the accordion effect. Many studies have been conducted on the shear buckling and flexural behavior of the composite box-girder with corrugated steel webs. However, the torsional behavior is not fully understood yet, and it needed to be investigated. Prior study of the torsion of the composite box-girder with corrugated steel webs has been developed by assuming that the concrete section is cracked prior to loading and doesn't have tensile resistance. This results in poor estimation of pre-cracking behaviors, such as initial stiffness. To overcome this disadvantage of the previous analytical model, an improved analytical model for torsion of the composite box-girder with corrugated steel webs was developed considering the concrete tension behavior in this study. Based on the proposed analytical model, a non-linear torsional analysis program for torsion of the composite box-girder with corrugated steel webs was developed and successfully verified by comparing with the results of the test. The proposed analytical model shows that the concrete tension behavior has significant effect on the initial torsional stiffness and cracking torsional moment. Finally, a simplified torsional moment-twist angle relationship of the composite box-girder with corrugated steel webs was proposed based on the proposed analytical model.

Original languageEnglish
Pages (from-to)409-429
Number of pages21
JournalSteel and Composite Structures
Volume14
Issue number5
DOIs
Publication statusPublished - 2013 May 1

Fingerprint

Beams and girders
Steel
Torsional stress
Analytical models
Composite materials
Concretes
Stiffness
Prestressed concrete
Civil engineering
Buckling

Keywords

  • Box-girder bridge
  • Composite structure
  • Corrugated steel webs
  • Non-linear analysis
  • Torsion

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Metals and Alloys

Cite this

Non-linear analyses model for composite box-girders with corrugated steel webs under torsion. / Ko, Hee Jung; Moon, Jiho; Shin, Yong Woo; Lee, Hak Eun.

In: Steel and Composite Structures, Vol. 14, No. 5, 01.05.2013, p. 409-429.

Research output: Contribution to journalArticle

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