摘要
通过试验分析，研究了高强混凝土有腹筋构件在弯剪扭复合作用下的破坏形态，开裂荷载及其相关关系，极限承载力及其相关关系，同时提出了极限承载力的计算公式。
In the paper,the failure mechanism,cracking load,ultimate carrying capacity and their interrelationship of highstrength concrete members with web reinforcement under combined bending,shear and torsion were studied with experiments.A formula for calculating the ultimate carrying capacity of the members was proposed.
出处
《哈尔滨建筑大学学报》
EI
1998年第3期14-22,共9页
Journal of Harbin University of Civil Engineering and Architecture
关键词
高强混凝土
腹筋
钢筋混凝土构件
剪扭
弯剪扭
highstrength concrete
reinforced concrete member with web reinforcement
combined shear and torsion
ultimatecarrying capacity
