Experimental and theoretical study on flexural behavior of steel–concrete composite beams strengthened by CFRP plates with unbonded retrofit systems
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference37 articles.
1. Flexural strength of steel-concrete composite beams reinforced with a prestressed CFRP plate;Deng;Constr Build Mater,2011
2. Experimental and numerical study on static behavior of elastic concrete-steel composite beams;Xing;J Constr Steel Res,2016
3. Numerical and experimental tests of steel-concrete composite beam with the connector made of top-hat profile;Lacki;Compos Struct,2019
4. Mechanical behaviour of high strength steel T-stubs at elevated temperatures: experimental study;Qiang;Thin-Walled Struct,2023
5. Upgrading steel-concrete composite girders and repair of damaged steel beams using bonded CFRP laminates;Fam;Thin-Walled Struct,2009
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