Theoretical study on FRP-confined rectangular columns considering rebar buckling
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference55 articles.
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1. The performance of waste glass aggregate concrete GFRP-steel double-skin tubular columns under axial compression: Experimental study;Construction and Building Materials;2024-10
2. Shear strengthening of reinforced concrete beams completely wrapped by large rupture strain (LRS) FRP;Engineering Structures;2024-09
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