摘要
根据梁剪压区混凝土的压剪强度准则和斜截面的平衡条件，推导出梁斜截面受剪承载力计算公式．该式概念明确，形式简洁，与试验结果符合较好。
according to the compression-shear strength criterion of concrete in reinforced concrete beam and equilibrium conditions, a formula of shear capacity of beam is derived by limit equilibrium method. The formula is dear in physical conception and simple in form. and the test results are in good agreement with the formula.
出处
《工业建筑》
CSCD
北大核心
1996年第3期8-11,共4页
Industrial Construction
关键词
钢筋混凝土
梁
斜截面
承载力
强度
reinforced concrete
shear capacity, strength criterion
