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• 볼트조립을 적용한 PSRC 합성기둥의 부착성능 실험

• 저자: 김현진, 황현종, 박홍근, 이승환, 김동관

• Abstract: In this study, bond performance of prefabricated composite columns which are fabricated by bolt connection between steel angles and thin steel plates for lateral stiffening (B-PSRC composite column) was researched. To verify the bond performance, Flexural load tests were performed on 2/3 scaled B-PSRC specimens. From the test results, all the specimens showed flexural failure which is due to rupture of hole-section at the angle-bolt joints. Shear failure caused by bond slip between the angles and concrete was not found in any of specimens.