摘要
根据钢筋混凝土受扭构件的破坏形态、机理、计算模型、开裂和极限扭矩计算方法等方面的理论研究及试验分析,探讨混凝土强度对构件抗扭的影响。
Based on theoretical studies of the destructive,state,the causality, the models for calculation, the cracking ultimate torsional moment and their- experimental analysis, the present paper tries to find out the effects of the strength of concrete on anti-torsional capacity of the components.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
1989年第1期69-75,共7页
Journal of Fuzhou University(Natural Science Edition)