摘要
本文描述了砼和钢筋砼 T 形截面受扭构件的裂缝开展情况和破坏模式,研究了极限扭矩与钢筋数量的关系以及砼强度对抗裂度和极限扭矩的影响。根据试验结果,本文提出了抗裂度、极限扭矩以及在使用荷载作用下最大允许扭矩的计算公式。
This paper describes the state of cracks extended in concrete and the failure models of concrete and reinforced concrete T-beams in torsion, investigates the relation between ultimate torque and amount of reinforcing steels,and investigates the effect of concrete strength on cracking torque and ultimate torque.Based on the test results the paper presents formulas for determining cracking torque,ultimate torque and the maximum admissible torque under service loads.
出处
《广西大学学报(自然科学版)》
CAS
CSCD
1989年第1期38-41,共4页
Journal of Guangxi University(Natural Science Edition)
关键词
砼
钢筋砼
T
形截面
翼缘
纵筋
箍筋
斜裂缝
延性
允许最大扭矩
concrete
reinforced concrete
T-section
flange
longitudinal reinforcement
stirrup
diagonal crack
ductility
maximum admissible torque