Mechanical Behavior of Steel–HFRC Composite Girders
This paper presents the experimental and analytical results of a new composite girder that consists of a steel girder and hybrid fiber–reinforced concrete (HFRC) slab. First, six push-out tests were performed, and the test results were used to verify the interface behaviors of two composite girders. Then, the composite behavior between the steel girder and HFRC slab was investigated under sagging moment. It was found that the composite girder with HFRC slab exhibited a much greater ductility and a slightly smaller ultimate moment capacity, and the probability of cracking was also significantly reduced compared with the normal concrete (NC) slab. Finally, equations introducing the reinforcement indexes to determine the capacity, degree of shear connector, and effective moment of inertia of the steel–HFRC composite girders with partial interaction were proposed. It was found that the analytical results of the equations had a fairly good agreement with experimental results.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/32947845
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Supplemental Notes:
- © 2018 American Society of Civil Engineers.
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Authors:
- Yu Liang, He
- Yi Qiang, Xiang
- Li Si, Liu
- Ying, Yang
- Publication Date: 2018-10
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 04018070
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Serial:
- Journal of Bridge Engineering
- Volume: 23
- Issue Number: 10
- Publisher: American Society of Civil Engineers
- ISSN: 1084-0702
- Serial URL: http://ojps.aip.org/beo
Subject/Index Terms
- TRT Terms: Composite construction; Ductility; Fiber reinforced materials; Girder bridges; Reinforced concrete; Steel bridges
- Subject Areas: Bridges and other structures; Highways; Materials;
Filing Info
- Accession Number: 01679531
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Aug 28 2018 9:25AM