炭素繊維補強コンクリートとH形鋼の合成パネルの負曲げ特性に関する実験的研究

概要

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Carbon Fiber Reinforced Cement Composite (CFRC) is a new durable material, which is superior to ordinary concrete in flexural and tensile behavior. This study aims at developing a lightweight and high-strength concrete-based cladding panel. This paper outlines the test results of the composite panel of thin CFRC reinforced with high performance pitch-based carbon fiber and lightweight H-section steel with welded headed studs. The experiment was mainly conducted under negative loading. The parameters of the experiment were size of structural steel, thickness of CFRC and the number of studs. In addition, the bending test of CFRC panel and the stud push-out test were also conducted. On the basis of the test results, flexural rigidity and cracking strength of the CFRC-steel composite panels were evaluated.
一般社団法人日本建築学会の論文
1993-03-20