摘要
根据 1 0根集中荷载作用下有腹筋预应力砼双向受弯梁的试验研究 ,采用负工形梁法 ,推导出双弯构件斜截面抗剪承载力的计算方法 通过对本次试验的 1 0根试验梁及另外 2 0根试件的验证 。
Based on experimental study of ten prestressed concrete beams with web reinforcement ,the methods of negative I-shaped beams were adopted to calculate the shear strength of members with web reinforcement subjected to biaxial loads under biaxial bending.Having tested and verified the results of ten beams in this test and the results of the other twenty members,we found that the theoretical calculation was agreed well with the test results.
出处
《南昌大学学报(工科版)》
CAS
2000年第2期60-65,96,共7页
Journal of Nanchang University(Engineering & Technology)
关键词
双向受弯
抗剪强度
预应力
钢筋混凝土
prestressed concrete,biaxial bending,negative I-shaped cross section method,shear strength,web reinforcement