摘要
通过对T形钢骨混凝土柱的抗剪承载力试验数据的Marc软件模拟,验证了软件模拟的可靠性。利用Marc软件,通过对改变配骨形式的钢骨混凝土T形截面柱在不同轴压力系数、剪跨比、配骨率下的数值模拟试验,得出了影响钢骨高强混凝土T形柱抗剪承载力因素的变化规律,提出了钢骨混凝土T形截面柱抗剪承载力计算公式。
The reliability of software stimulation is verified through the simulation of shear strength's test data of T shape steel reinforced concrete column by MARC software.So formula of shear strength and change law which have impact on T-shape steel reinforced concrete is obtained based on data stimulation test of different section under different axial compression coefficient,shear span ratio and steel rate of reinforced column.
出处
《工业建筑》
CSCD
北大核心
2009年第S1期579-582,共4页
Industrial Construction
关键词
钢骨
抗剪承载力
T形柱
MARC
steel
shear bearing strength
T-shaped column
MARC
