摘要
采用Abaqus软件建立T形柱的三维非线性有限元模型,分析了T形柱在不同加载角下的承载力与延性,计算结果与试验值符合良好,分析表明:加载角为45°时,承载力是最大的;加载角为0°时,承载力是最小的;加载角为90°时,延性是最好的。
The paper has studied the beating capacity and the ductility of T-Shaped Column under different loading angles. The three dimensional finite element models of T-shaped column were built through the Abaqus software. The calculation results are in good agreement with the experimental data. Some conclusions are drawn ： it is the maximal beating capacity when the loading angle is 45 degree, the minimal beating capacity when the loading angle is 0 degree and the best ductility when the loading angle is 90 degree.
出处
《低温建筑技术》
2010年第7期13-15,共3页
Low Temperature Architecture Technology
基金
陕西理工学院科研基金资助项目(SLGQD0507)
关键词
钢筋混凝土
T形柱
承载力
延性
ABAQUS
reinforced concrete
T-shaped column
beating capacity
ductility
Abaqus
