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Steel and Composite Structures Volume 14, Number 5, May 2013 , pages 409-429 DOI: https://doi.org/10.12989/scs.2013.14.5.409 |
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Non-linear analyses model for composite box-girders with corrugated steel webs under torsion |
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Hee-Jung Ko, Jiho Moon, Yong-Woo Shin and Hak-Eun Lee
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| 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 | ||
| Key Words | ||
| torsion; corrugated steel webs; composite structure; non-linear analysis; box-girder bridge | ||
| Address | ||
| 1 Hee-Jung Ko, Jiho Moon, Hak-Eun Lee: School of Civil, Environmental & Architectural Engineering, Korea University, 145 Anam-ro, Seongbuk-gu, Seoul 136-701, South Korea; 2 Yong-Woo Shin: Civil Engineering Team, Daewoo E&C, 57 Sinmunno 1-ga, Jongno-gu, Seoul 110-713, South Korea | ||