摘要
通过对大比例钢箱梁模型进行加载试验研究,分析了荷载作用下钢箱梁的剪力滞效应特点,得到了剪力滞系数的横向变化规律,同时利用空间有限元法对模型进行了分析计算,并与试验结果进行了对比。结果表明,试验结果与理论计算结果吻合的较好。
Through the loaded test on the large scaled model of steel box girder, the paper studied the shear lag effect of the steel box girder and proposed the variety regularity of the shear lag coefficient in the transverse direction. The model was analyzed by the 3-D finite element method, the result of the analysis was compared with that of the test. The results show that the test data are consistent with the theoretical ones.
出处
《苏州科技学院学报（工程技术版）》
CAS
2008年第3期10-13,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
作者简介
衣龙泉（1977-），男，山东栖霞人，硕士研究生。
