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冷弯厚壁钢管短柱试验及规范公式比较
引用本文:温东辉,沈祖炎,李元齐,朱少文.冷弯厚壁钢管短柱试验及规范公式比较[J].同济大学学报(自然科学版),2016,44(8):1190-1198.
作者姓名:温东辉  沈祖炎  李元齐  朱少文
作者单位:同济大学 土木工程学院,上海 200092;太原学院 建筑工程系,山西 太原 030032,同济大学 土木工程学院,上海 200092;同济大学 土木工程防灾国家重点实验室,上海 200092,同济大学 土木工程学院,上海 200092;同济大学 土木工程防灾国家重点实验室,上海 200092,武钢集团汉口轧钢厂,湖北 武汉 430035
基金项目:国家自然科学基金(51178330)第一作者:温东辉(1982-),女,主要研究方向为冷弯型钢结构抗震性能. E-mail:wendh9@163.com ,2,沈祖炎1,3,李元齐1,2,罗金辉1,朱少文4,马越峰5,王莉萍1
摘    要:以宽厚比为主要变化参数,进行了16根冷弯厚壁钢管轴压短柱试验,研究冷弯效应对强度的影响.试验结果表明:荷载-位移曲线的形状主要取决于截面的宽厚比.宽厚比较小时,达到峰值荷载后下降较慢,邻近破坏时构件的轴向位移很大;宽厚比大时,局部屈曲影响明显,荷载达峰值后下降较快.同时基于试验结果,与国内外规范考虑冷弯效应的屈服强度计算公式进行了比较,认为我国规范考虑冷弯效应的屈服强度计算公式对于全截面有效的冷弯厚壁型钢也是适用的,且偏于保守.

关 键 词:冷弯厚壁钢管  短柱试验  冷弯效应  规范公式  宽厚比
收稿时间:2015/12/23 0:00:00
修稿时间:2016/6/21 0:00:00

Experimental Research on Cold Formed Thick Walled Steel Box Stubs and Comparison of Results with Related Codes
WEN Donghui,SHEN Zuyan,LI Yuanqi and ZHU Shaowen.Experimental Research on Cold Formed Thick Walled Steel Box Stubs and Comparison of Results with Related Codes[J].Journal of Tongji University(Natural Science),2016,44(8):1190-1198.
Authors:WEN Donghui  SHEN Zuyan  LI Yuanqi and ZHU Shaowen
Institution:College of Civil Engineering, Tongji University, Shanghai 200092,China; Department of Structural Engineering, Taiyuan University, Taiyuan 030032, China,College of Civil Engineering, Tongji University, Shanghai 200092,China; State Key Laboratory of Disaster Redcution in Civil Engineering, Tongji University, Shanghai 200092, China,College of Civil Engineering, Tongji University, Shanghai 200092,China; State Key Laboratory of Disaster Redcution in Civil Engineering, Tongji University, Shanghai 200092, China and Hankou Roll Forming Steel Plant of WISCO, Wuhan 430035, China
Abstract:Sixteen specimens were tested under axial compression to investigate the effect of cold forming process on the behavior of stub columns. The main parameters varied in the tests were the width thickness ratio of steel tubes. The test results indicate that the shape of load displacement curves depends mainly on the width thickness ratio of cross sections. When the width thickness ratio is relatively small, the axial load decreases slowly after the peak ponit of the curve and the total axial displacement is relatively large before failure. On the contrary, the effect of local buckling on the load displacement curves is significant, which results in the sharp declining of curves after the peak point when the with thickness is rather large. Meanwhile, the calculation results of related standards considering the cold forming effects were compared with the experimental results. The comparison show that the formula for calculating the yielding strength of cold Formed thin Walled sections considering the cold forming effects in Chinese Technical Code of Cold Formed Thin Walled Steel Structures(GB50018 2002) is suitable for those cold formed thick walled steel stubs with local buckling restrained.
Keywords:cold formed thick walled tube  stub column  cold forming effect  specification formula  width thickness ratio
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