The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
结果组合楼板中钢板与混凝土之间的联系主要依靠压型钢板的纵向波槽及压痕等。
By changing the thickness of cold-form deck, thickness and strength of concrete, amount of steel stud and other parameters, the paper discussed the behavior of loaded composite-slab.
通过压型钢板厚度、砼板厚度、砼强度等级、栓钉数量等几个参数的变化，探讨组合板在荷载作用下的内力、变形情况。
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.
利用以上模型对组合板进行有限元计算，分析了压型钢板及混凝土的应变、组合板挠度、滑移以及承载力随荷载及跨度的变化规律。
The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究。
The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究。
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