profiled steel-deck

基本解釋

For analysis of the influence of profiled steel sheeting and reinforcing steel bars to shear-resist bearing capacity of composite deck slabs, .
增層改造設(shè)計(jì)的要點(diǎn)是底層不再增設(shè)柱子；以鋼混凝土作為組合梁板結(jié)構(gòu) ；新層樓板采用組合樓板。
And according to computational results, a formula about longitudinal shear bearing capacity of composite slab with profiled steel deck YX-75-200-600 is made.
并根據(jù)計(jì)算結(jié)果，采用線性回歸的方法得出了YX-75-200-600型壓型鋼板-混凝土組合樓板的縱向水平粘結(jié)剪切承載力公式。
Using above-mentioned model to solve composite slab, strain of concrete and profiled steel deck, deflection, slide and bearing capacity of composite slab are analyzed.
利用以上模型對(duì)組合板進(jìn)行有限元計(jì)算，分析了壓型鋼板及混凝土的應(yīng)變、組合板撓度、滑移以及承載力隨荷載及跨度的變化規(guī)律。

壓型鋼板
So it is necessary to use finite element method to analyze closed profiled steel deck-concrete composite slabs.
所以對(duì)閉口壓型鋼板—混凝土組合樓板進(jìn)行有限元分析是很有必要的。