Assessment of Structural Behavior of Vertical Curved Hollow Steel Beams Strengthened Using CFRP Composite
Author:
Affiliation:
1. Assistant Professor in Structural Engineering, Dept. of Civil Engineering, Zahedan Branch, Islamic Azad Univ., Zahedan 9816743545, Iran. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000440
Reference34 articles.
1. Experimental and theoretical investigation on torsional behaviour of CFRP strengthened square hollow steel section
2. An efficient formulation for thin-walled beams curved in plan
3. Numerical studies on CFRP strengthened steel columns under transverse impact
4. Finite element analysis of square CFST beam strengthened by CFRP composite material
5. Finite element modelling of CFRP/steel double strap joints subjected to dynamic tensile loadings
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1. A critical review on behaviour of cold formed steel encased hot rolled steel sections;AIP Conference Proceedings;2023
2. CFRP strengthening of steel beam curved in plan;STEEL COMPOS STRUCT;2021
3. Experimental investigation on flexural behaviour of vertically-curved circular-hollow steel sections strengthened with externally bonded carbon fibre reinforced polymer;Engineering Structures;2021-06
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