Influence of loading direction on X-HVB shear connectors in partially composite steel–concrete beams exposed to fire
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-023-01206-6.pdf
Reference22 articles.
1. Mäkeläinen P, Sun Y (1999) The longitudinal shear behaviour of a new steel sheeting profile for composite floor slabs. J Constr Steel Res 49(2):117–128
2. Crisinel M (1990) Partial-interaction analysis of composite beams with profiled sheeting and non-welded shear connectors. J Constr Steel Res 15(1–2):65–98
3. Naser MZ (2016) Response of steel and composite beams subjected to combined shear and fire loading. Michigan State University
4. Shahabi S, Sulong N, Shariati M, Shah S (2016) Performance of shear connectors at elevated temperatures-A review. Steel Compos Struct 20(1):185–203
5. Zhu H, Fu Z, Liu P, Li Y, Zhao B (2022) Shear behavior of stud-PBL composite shear connector for steel–ceramsite concrete composite structure. Coatings 12(5):583
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