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• W1143190979 abstract "This paper reveals the effects of layer orientation on structural behaviour of three layers configured (LHL, HHL, LLH) CFRP strengthened circular hollow section (CHS) members subjected to bending. The beams were loaded to failure under four-point bending. The structural behaviour of the CFRP strengthened tubular steel beams with various layer orientations were presented in terms of failure load, stiffness, composite beam action and modes of failure. The LHL and LLH layers oriented strengthened beams perform slightly better than HHL layers oriented strengthened beams. The LHL and LLH layers oriented treated beams showed very similar structural behaviour." @default.
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• W1143190979 date "2015-06-12" @default.
• W1143190979 modified "2023-09-27" @default.
• W1143190979 title "Effects of CFRP layer orientation on strengthening of hollow steel elements" @default.
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