Chapter
Feb 22, 2016
Behavior of a CFT Truss Girder with Precast Decks under Negative Bending Moment
Authors: In-Gyu Kim [email protected], Young-Jin Kim [email protected], Hyun-Chul Oh [email protected], Hyang-Wook Ma [email protected], and Chul-Hun Chung [email protected]Author Affiliations
Publication: Composite Construction in Steel and Concrete VII
Abstract
For the fast construction of bridges, it is necessary to design bridges as light and modular superstructures. For this purpose, a new composite bridge constructed by segmental method is suggested, which consists of concrete filled steel tubular girders and prefabricated concrete decks. This paper presents a study of the structural behavior of the proposed CFT truss girder at a continuous under negative bending moment. A numerical analysis is performed to verify the structural behaviors of CFT truss girder in continuous support. Based on the results of a numerical analysis, a model with a continuous composite member shape is fabricated and static tests are conducted.
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Published In
Composite Construction in Steel and Concrete VII
Pages: 214 - 225
Copyright
© 2016 American Society of Civil Engineers.
History
Published online: Feb 22, 2016
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Affiliations
Daewoo Institute of Construction Technology, Suwon 440-210, Korea. E-mail: [email protected]
Daewoo Institute of Construction Technology, Suwon 440-210, Korea. E-mail: [email protected]
Daewoo Institute of Construction Technology, Suwon 440-210, Korea. E-mail: [email protected]
Daewoo Institute of Construction Technology, Suwon 440-210, Korea. E-mail: [email protected]
Dankook Univ., Youngin 448-701, Korea. E-mail: [email protected]
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