摘要
根据钢筋混凝土的应力应变关系和压弯构件曲率分布规律,分析了钢筋混凝土压弯构件P—Δ曲线的计算过程,并用MATLAB绘制了荷载—挠度(P—Δ)的曲线,为后续试验部分提供了理论分析的依据。
According to the stress-strain curve of steer concrete and the rule of curvature distribution of the column, in order to oiler the theoretical basis of the subsequent test, the account of p-△ curve of steel concrete member subjected to compressing and bending is analysed, and the theoretical load-deformation (P-△) curve can be plotted by using MATLAB.
出处
《山西建筑》
2006年第19期51-53,共3页
Shanxi Architecture
关键词
钢筋混凝土
压弯构件
延性
reinforced concrete, compression bending member, ductility