摘要
本文根据钢纤维混凝土框架边节点的试验结果,研究了边节点的破坏机理,分析了影响破坏机理的主要因素,建立了相应的抗剪强度计算公式。
According to the experimental results of exterior joint speciments in SFRC frames, the failure mechanism and the main factors affected the failure of SFRC exterior joint have been studied from which the correlative farmulas for shear strength of this exterior joint are established.
关键词
钢纤维混凝土
框架
节点
抗剪强度
frame
mechanism of deterioration/steel fiber reinforced concrete
shear strength
