Seismic behavior of hybrid fiber reinforced cementitious composite beam–column joints
作者： R. Siva Chidambaram , Pankaj Agarwal
DOI: 10.1016/J.MATDES.2015.07.164
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摘要: Abstract This paper presents the experimental results of six exterior beam–column joints with different concrete composites under cyclic loading. Engineered cementitious composite polypropylene fiber and hybrid (HCC) using three types namely hooked end steel fiber; brass coated are explored in this study. The hysteresis behavior, ductility response, energy dissipation damping characteristics, crack patterns damage index all tested specimens analyzed compared response conventional specimens. test indicate that HCC increases load carrying capacity enhances increased stiffness retention over At higher rotation, joint manifest better tolerance investigation implies use region may be an alternative solution to significantly increase shear capacity, member ductility.
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