基于ABAQUS梯形支護(hù)結(jié)構(gòu)的優(yōu)化
發(fā)布時(shí)間:2018-07-14 16:11
【摘要】:為研究梯形支護(hù)結(jié)構(gòu)在不同側(cè)壓比情況下的最佳岔角,實(shí)現(xiàn)棚架承載力的最大發(fā)揮,運(yùn)用ABAQUS數(shù)值模擬軟件對(duì)梯形金屬支架支護(hù)結(jié)構(gòu)在不同側(cè)壓比情況下的承載能力進(jìn)行了對(duì)比分析,對(duì)固定載荷情況下不同岔角的梯形棚架結(jié)構(gòu)的承載能力也進(jìn)行了對(duì)比分析。
[Abstract]:In order to study the optimum fork angle of trapezoidal supporting structure under different lateral pressure ratio, the maximum bearing capacity of scaffold can be realized. By using Abaqus numerical simulation software, the load-carrying capacity of trapezoidal metal support structure under different lateral pressure ratio is compared and analyzed, and the load-carrying capacity of trapezoidal scaffolding structure with different bifurcation angles under fixed load is also analyzed.
【作者單位】: 安徽理工大學(xué)土木建筑學(xué)院;
【分類號(hào)】:TD353
,
本文編號(hào):2122200
[Abstract]:In order to study the optimum fork angle of trapezoidal supporting structure under different lateral pressure ratio, the maximum bearing capacity of scaffold can be realized. By using Abaqus numerical simulation software, the load-carrying capacity of trapezoidal metal support structure under different lateral pressure ratio is compared and analyzed, and the load-carrying capacity of trapezoidal scaffolding structure with different bifurcation angles under fixed load is also analyzed.
【作者單位】: 安徽理工大學(xué)土木建筑學(xué)院;
【分類號(hào)】:TD353
,
本文編號(hào):2122200
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