摘要
根据进行抗弯试验后两组钢纤维混凝土预应力连续叠合板的斜截面抗剪试验结果 ,以及前人对连续叠合梁斜截面承载力的研究 。
Two steel fiber reinforced concrete prestressed continuous composite plates, which have been tested for flexure, are tested under shear. A mathematical formulation that predicts the shear strength of SFRC PCCP is deduced according to the experimental results and the previous research conclusion.
关键词
钢纤维混凝土
连续叠合板
斜截面
承载力
预应力
steel fiber reinforced concrete
continuous composite plate
inclined cross section
bearing capacity
