摘要
利用ANSYS有限元软件对三种异形截面纯弯钢构件进行了大量计算,并对计算结果进行分析拟合,得到了实用异形截面整体弯曲稳定系数近似计算公式。
Using ANSYS program, a large quantity of calculations was carried out for bending members with abnormity sections, and the calculation results were analyzed, with which a practical for calculating whole stability coefficient of bending members with abnormity sections was also obtained.
出处
《钢结构》
2007年第A10期1-4,共4页
Steel Construction
关键词
异形截面
纯弯钢构件
弯曲稳定系数
abnormity section bending steel member bending-stability coefficient
