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- W4285296812 abstract "This current research scenario focuses on strengthening and rehabilitation of RC columns by CFRP and GFRP. The ongoing study reveals a new class of natural composites made of basalt fiber reinforced polymer (BFRP) bonded to concrete specimens with epoxy resin as an alternative confinement material. The experimental study was conducted for strengthening by partially and fully wrapped square RC columns using BFRP unidirectional and bidirectional. The behavior of stress-strain curves and failure modes was observed. The experimental results show a substantial increment in the ultimate load-displacement capacity and ultimate stress-ultimate axial and lateral strains of BFRP failure. The fully wrapped square reinforced concrete (RC) column gives a better stress-strain behavior and displacement limit than the partially covered system. However, the strengthening with partial wrapped with BFRP is a promising and economical alternative compared to the fully wrapped. The test results exhibit that the CNR-DT-R1 model is more reliable compare to the Lam-Teng model." @default.
- W4285296812 created "2022-07-14" @default.
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- W4285296812 date "2022-01-01" @default.
- W4285296812 modified "2023-10-14" @default.
- W4285296812 title "Experimental Study on the Stress–Strain Behavior of Partially and Fully Wrapped Axially Loaded Square RC Columns Strengthened with BFRP" @default.
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- W4285296812 doi "https://doi.org/10.1007/978-981-16-8496-8_23" @default.
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