抄録
Post-fracture redundancy of the two-girder bridges is investigated through a case study of a three-span continuous twin I-girder bridge designed in Japan. The FE analysis is employed to evaluate the load-carrying capacity after the fracture of one main girder of the two-girder bridge. The critical locations include the mid-span section of the middle span, the side span, as well as the section near the continuous pier support. Besides, damage of studs near the moment contra-flexure regions in both middle and side spans are also considered in this study. Load-deflection response of the damaged bridge was compared with the intact bridge system, and the typical failure modes were described. Besides, the direct redundancy analysis results indicated that the present continuous twin-girder steel-concrete bridge can be classified as redundant. The concrete slab is considered as the significant member for redundancy of the two-girder steel-concrete composite bridges.
| 元の言語 | English |
|---|---|
| ホスト出版物のタイトル | Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 |
| 出版者 | Hokkaido University collection of Scholarly Academic Papers, HUSCAP |
| 出版物ステータス | Published - 2013 |
| イベント | 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 - Sapporo 継続期間: 2013 9 11 → 2013 9 13 |
Other
| Other | 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 |
|---|---|
| 市 | Sapporo |
| 期間 | 13/9/11 → 13/9/13 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
これを引用
Redundancy of continuous two-girder steel-concrete composite highway bridges. / Lin, Weiwei; Yoda, T.; Saigyo, T.; Araki, K.; Kumagai, Y.
Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 2013.研究成果: Conference contribution
}
TY - GEN
T1 - Redundancy of continuous two-girder steel-concrete composite highway bridges
AU - Lin, Weiwei
AU - Yoda, T.
AU - Saigyo, T.
AU - Araki, K.
AU - Kumagai, Y.
PY - 2013
Y1 - 2013
N2 - Post-fracture redundancy of the two-girder bridges is investigated through a case study of a three-span continuous twin I-girder bridge designed in Japan. The FE analysis is employed to evaluate the load-carrying capacity after the fracture of one main girder of the two-girder bridge. The critical locations include the mid-span section of the middle span, the side span, as well as the section near the continuous pier support. Besides, damage of studs near the moment contra-flexure regions in both middle and side spans are also considered in this study. Load-deflection response of the damaged bridge was compared with the intact bridge system, and the typical failure modes were described. Besides, the direct redundancy analysis results indicated that the present continuous twin-girder steel-concrete bridge can be classified as redundant. The concrete slab is considered as the significant member for redundancy of the two-girder steel-concrete composite bridges.
AB - Post-fracture redundancy of the two-girder bridges is investigated through a case study of a three-span continuous twin I-girder bridge designed in Japan. The FE analysis is employed to evaluate the load-carrying capacity after the fracture of one main girder of the two-girder bridge. The critical locations include the mid-span section of the middle span, the side span, as well as the section near the continuous pier support. Besides, damage of studs near the moment contra-flexure regions in both middle and side spans are also considered in this study. Load-deflection response of the damaged bridge was compared with the intact bridge system, and the typical failure modes were described. Besides, the direct redundancy analysis results indicated that the present continuous twin-girder steel-concrete bridge can be classified as redundant. The concrete slab is considered as the significant member for redundancy of the two-girder steel-concrete composite bridges.
KW - Composite bridge
KW - FEM
KW - Post-fracture
KW - Redundancy
KW - Two-girder bridge
UR - http://www.scopus.com/inward/record.url?scp=84905234448&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84905234448&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84905234448
BT - Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013
PB - Hokkaido University collection of Scholarly Academic Papers, HUSCAP
ER -