摘要
对轻钢构造柱中的拉结筋在荷载作用下的作用性能进行试验研究,通过单向静力荷载试验,对比分析轻钢构造柱墙体和混凝土构造柱墙体中拉结筋的应力应变规律。试验结果表明,轻钢构造柱可对开裂后的墙体起到有效约束,改善墙体的破坏形态,轻钢构造柱拉结筋作用效果明显强于混凝土构造柱墙体。本文研究结果对轻钢构造柱的推广和应用提供了一些参考依据。
The stress-strain of the tie bars in the light-weight steel columns and the wall of the concrete columns was compared by the one-way static load test law.The experimental results show that the light steel structural column can effectively restrain the cracked wall and improve the failure mode of the wall.The effect of the light steel structure is stronger than that of the concrete structural column wall.The results of this paper provide some references for the popularization and application of light steel structural columns.
作者
伍廉权
关群
肖亚明
WU Lianquan;GUAN Qun;XIAO Yaming(School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China)
出处
《安徽建筑大学学报》
2017年第4期1-4,共4页
Journal of Anhui Jianzhu University
关键词
结构工程
砌体结构
轻钢构造柱
混凝土构造柱
拉结筋
structural engineering
masonry structure
light steel structural column
concrete structural columns
tie bar
