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NTIS 바로가기Materials, v.13 no.19, 2020년, pp.4218 -
Yuan, Tian-Feng (School of Civil, Environmental and Architectural Engineering, Korea University, 145 Anam-Ro, Seongbuk-Gu 02841, Korea) , Hong, Se-Hee (yuantianfeng@korea.ac.kr (T.-F.Y.)) , Shin, Hyun-Oh (bestshhong@korea.ac.kr (S.-H.H.)) , Yoon, Young-Soo (School of Civil, Environmental and Architectural Engineering, Korea University, 145 Anam-Ro, Seongbuk-Gu 02841, Korea)
This study investigates the flexural behavior of normal-strength concrete (NSC) beams that were strengthened with no-slump, high-strength, high-ductility concrete (NSHSDC). A set of slant shear tests was performed to investigate the initial performance of the NSC substrate strengthened with NSHSDC. ...
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