Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/107123
Title: Study on mechanical behaviors of cable-supported ribbed beam composite slab structure during construction phase
Authors: Qiao, W. T.
Zhao, Ming Shan
An, Q.
Wang, D.
Keywords: Pre-stress
Cable-supported Ribbed Beam Composite Slab
Engineering::Civil engineering
Issue Date: 2016
Source: Qiao, W., An, Q., Wang, D., & Zhao, M. S. (2016). Study on mechanical behaviors of cable-supported ribbed beam composite slab structure during construction phase. Steel and Composite Structures, 21(1), 177-194. doi:Steel and Composite Structures
Series/Report no.: Steel and Composite Structures
Abstract: The cable-supported ribbed beam composite slab structure (CBS) is a new type of pre-stressed hybrid structure. The standard construction method of CBS including five steps and two key phases are proposed in this paper. The theoretical analysis and experimental research on a 1:5 scaled model were carried out. First, the tensioning construction method based on deformation control was applied to pre-stress the cables. The research results indicate that the actual tensile force applied to the cable is slightly larger than the theoretical value, and the error is about 6.8%. Subsequently, three support dismantling schemes are discussed. Scheme one indicates that each span of CBS has certain level of mechanical independence such that the construction of a span is not significantly affected by the adjacent spans. It is shown that dismantling from the middle to the ends is an optimal support dismantling method. The experimental research also indicates that by using this method, the CBS behaves identically with the numerical analysis results during the construction and service.
URI: https://hdl.handle.net/10356/107123
http://hdl.handle.net/10220/50050
ISSN: 1229-9367
DOI: 10.12989/scs.2016.21.1.177
Rights: © 2016 Techno-Press, Ltd. All rights reserved. This paper was published in Steel and Composite Structures and is made available with permission of Techno-Press, Ltd.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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