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Experimental Study on CFRP Strengthening of Cracked Reinforced Concrete Beams
This article presents an experimental study on the effectiveness of CFRP strengthening method on the flexural behaviour of Reinforced Concrete beams. Six identical RC beams with dimensions of 80 × 140 × 1100 mm are cast and statically loaded to complete flexural failure in this study. The specimens are divided in three categories, including: Two beams without strengthening as control specimens (Group 1), two intact beams strengthened with CFRP sheets (Group 2), and two pre-cracked beams strengthened using CFRP sheets (Group 3). The strengthening effects on the stiffness and ultimate strength, together with flexural behavior of test beams are discussed in detail based on the test results.
Experimental Study on CFRP Strengthening of Cracked Reinforced Concrete Beams
This article presents an experimental study on the effectiveness of CFRP strengthening method on the flexural behaviour of Reinforced Concrete beams. Six identical RC beams with dimensions of 80 × 140 × 1100 mm are cast and statically loaded to complete flexural failure in this study. The specimens are divided in three categories, including: Two beams without strengthening as control specimens (Group 1), two intact beams strengthened with CFRP sheets (Group 2), and two pre-cracked beams strengthened using CFRP sheets (Group 3). The strengthening effects on the stiffness and ultimate strength, together with flexural behavior of test beams are discussed in detail based on the test results.
Experimental Study on CFRP Strengthening of Cracked Reinforced Concrete Beams
Lecture Notes in Civil Engineering
Ha-Minh, Cuong (editor) / Tang, Anh Minh (editor) / Bui, Tinh Quoc (editor) / Vu, Xuan Hong (editor) / Huynh, Dat Vu Khoa (editor) / Pham, Xuan Dat (author) / Nguyen, Trung Hieu (author)
CIGOS 2021, Emerging Technologies and Applications for Green Infrastructure ; Chapter: 22 ; 227-235
2021-10-28
9 pages
Article/Chapter (Book)
Electronic Resource
English
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