摘要
通过钢纤维高强砼矩形截面构件的受扭试验 ,着重探讨了钢纤维对纯扭构件抗扭性能的影响 .并基于试验 。
The behavior of steel fiber high-strength concrete rectangular members subjected to pure torsion is studied. Based on the test, formulas for calculating the cracking torque and the ultimate torque of members are presented.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
2002年第1期89-91,共3页
Journal of Fuzhou University(Natural Science Edition)
基金
福建省自然科学基金资助项目 (E970 0 9)