钢纤维对无粘结预应力混凝土扁梁框架结构受力性能的影响  

Contribution of steel fibers to mechanics behavior of unbonded-prestressed concrete wide-beam frames

作　　者：陈亚亮[1] 郑建岚[1] 

机构地区：[1]福州大学土木建筑工程学院,福建福州350002

出　　处：《福州大学学报（自然科学版）》2005年第2期201-206,共6页Journal of Fuzhou University(Natural Science Edition)

基　　金：国家自然科学基金资助项目 (5 0 2 780 19)

摘　　要：通过对设置了外伸短梁的2榀钢纤维无粘结预应力扁梁框架以及用来对比的普通混凝土扁梁框架的拟静力试验,讨论了钢纤维对梁、柱的破坏形态、框架滞回曲线。Based on the experiments of two unbonded-prestressed wide-beam frames with steel fiber concrete and one with conventional concrete for comparing under low reversed cyclic loading, influenced of steel fibers to the failure pattern of beam and column, hysteresis loops, strain of reinforcement and bond slipping between the bar and concrete have been discussed.

关 键 词：钢纤维 混凝土 无粘结预应力 扁梁框架 力学性能 

分 类 号：TU394[建筑科学—结构工程]