Effect of the CFRP length and beam curvature on the strength gain of CFRP-strengthened vertically curved circular hollow sections: an experimental study
Author:
Affiliation:
1. Department of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka
2. School of Civil and Environmental Engineering, Queensland University of Technology, Brisbane, Queensland, Australia
Funder
University of Moratuwa
Publisher
Informa UK Limited
Subject
Management, Monitoring, Policy and Law,Geography, Planning and Development
Link
https://www.tandfonline.com/doi/pdf/10.1080/14488388.2024.2307191
Reference28 articles.
1. Experimental and theoretical investigation on torsional behaviour of CFRP strengthened square hollow steel section
2. ASTM: A 370 - 19. 2019. Standard Testing Methods and Definitions for Mechanical Testing of Steel Products. West Conshohocken, PA: ASTM International.
3. ASTM D3039/D3039M-17. 2017. Standard Test Methods for Tensile Properties of Polymer Matrix Composite Materials. West Conshohocken, PA: ASTM International.
4. Adhesively-bonded joints and repairs in metallic alloys, polymers and composite materials: Adhesives, adhesion theories and surface pretreatment
5. CFRP strengthening and rehabilitation of degraded steel welded RHS beams under combined bending and bearing
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