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Parametric Studies of Point-Supported Laminated Glass for Simplified Design

机译:点支撑夹层玻璃简化设计的参数研究

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To accurately determine the stresses, the design engineer typically relies on detailed finite element analysis (FEA). While the associated computational cost is often acceptable for complex geometries or atypical applications, it is often desirable to reduce dependence on FEA wherever possible. There exists in the literature some closed-form analytical solutions for glass composites (beams or plates), but these are typically limited to edge supported conditions and are often intractable for design purposes. As a result, it is desirable to obtain simplified methods for design of some of the most commonly encountered geometries, loads and materials for point-supported structural glass through numerical parametric studies. This research is two-fold in that it provides detailed parametric studies of point-supported laminated glass and compares the results to analytical and experimental results. First, existing specifications for design are evaluated to be used as a baseline for subsequent FEA but are found to give stress results that vary by up to 44%. Parametric studies of point-supported, fully-tempered, laminated glass specimens are performed for various thickness, number and location of point supports, panel geometry and loading. The results of the parametric studies are found to be within 2% of experimental results. The disparity between industry specified geometry and acceptable stresses prompts further research into development of reliable hand-calculations.
机译:为了准确地确定应力,设计工程师通常依靠详细的有限元分析(FEA)。尽管相关的计算成本对于复杂的几何形状或非典型应用程序通常是可以接受的,但通常希望尽可能减少对FEA的依赖。文献中存在一些用于玻璃复合材料(梁或板)的封闭形式的分析解决方案,但这些解决方案通常仅限于边缘支撑条件,并且通常难以用于设计目的。结果,期望通过数值参数研究获得用于点支撑结构玻璃的一些最常见遇到的几何形状,载荷和材料的简化设计方法。这项研究有两个方面,它提供了点支撑夹层玻璃的详细参数研究,并将结果与​​分析和实验结果进行了比较。首先,评估现有的设计规范,将其用作后续FEA的基准,但是发现其应力结果的差异最大为44%。针对点支撑的各种厚度,数量和位置,面板几何形状和载荷,进行了点支撑,全钢化夹层玻璃样品的参数研究。发现参数研究的结果在实验结果的2%以内。行业指定的几何形状和可接受的应力之间的差异促使对可靠的手工计算开发进行进一步的研究。

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