EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS OF DEFLECTION OF SIMPLY SUPPORTED UNIDIRECTIONAL PLATES ON FOUR SIDES OF THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL
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摘要: 不锈钢芯板结构是一种类似于蜂窝板的新型建筑结构体系,这种结构是由上、下面板以及面板之间以一定间距排布的薄壁圆管通过铜钎焊焊接而成。采用试验、有限元分析和理论分析三种方法对不锈钢芯板四边简支单向板的挠度进行研究。理论分析以虚功原理为基础,通过对不锈钢芯板进行力学模型的简化,推导出了不锈钢芯板四边简支单向板在跨中承受集中荷载时的跨中挠度计算式。通过试验结果,对挠度计算式进行了验证。最后,分析了不同参数对于不锈钢芯板四边简支单向板挠度的影响。研究结果表明:基于虚功原理推导出的挠度计算式可以较精确计算出不锈钢芯板四边简支单向板的跨中挠度,此外,芯管的外径、纵向间距和面板的厚度对跨中挠度的影响较大。Abstract: The structure of stainless steel sandwich panel is a new type of building structure system similar to the honeycomb plate. The structure is formed by brazing a thin-walled pipe arranged at a certain distance between the upper and lower panels. In the paper, the deflections at the mid-span of four-side simply supported unidirectional plates of the structure of stainless steel sandwich panel were studied by experiments, finite element analysis and theoretical analysis. Theoretical analysis was based on the principle of virtual work. Through the simplification of the mechanical model of stainless steel sandwich panel, the formula for calculating the deflection of the four-side simply supported unidirectional plate with the structure of stainless steel sandwich panel subjected to concentrated load at the mid-span was derived. Through the test results, the deflection calculation formula was verified. Finally, the influence of different parameters on the deflection of the four-side unidirectional plate of stainless steel sandwich panel was analyzed. The research results showed that the deflection calculation formula based on the virtual work principle could accurately calculate the mid-span deflection of the four-side simply supported unidirectional plate of the structure of stainless steel sandwich panel. In addition, the outer diameter of the core tube, the longitudinal spacing, and the thickness of the panel had a greater impact on the mid-span deflection.
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