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Structural evaluation of concrete expanded polystyrene sandwich panels for slab applications

机译:平板应用的混凝土发泡聚苯乙烯夹芯板的结构评估

摘要

Sandwich panels are being extensively and increasingly used in building construction because they are light in weight, energy efficient, aesthetically attractive and can be easily handled and erected. This paper presents a structural evaluation of Concrete-Expanded Polystyrene (CEPS) sandwich panels for slab applications using finite element modeling approach. CEPS panels are made of expanded polystyrene foam sandwiched between concrete skins. The use of foam in the middle of sandwich panel reduces the weight of the structure and also acts as insulation against thermal, acoustics and vibration. Applying reinforced concrete skin to both sides of panel takes the advantages of the sandwich concept where the reinforced concrete skins take compressive and tensile loads resulting in higher stiffness and strength and the core transfers shear loads between the faces. This research uses structural software Strand7, which is based on finite element method, to predict the load deformation behaviour of the CEPS sandwich slab panels. Non linear static analysis was used in the numerical investigations. Predicted results were compared with the existing experimental results to validate the numerical approach used.
机译:夹心板由于其重量轻,节能,美观且易于处理和竖立而被广泛且越来越多地用于建筑结构中。本文介绍了使用有限元建模方法的混凝土膨胀聚苯乙烯(CEPS)夹芯板在平板应用中的结构评估。 CEPS面板由夹在混凝土表皮之间的发泡聚苯乙烯泡沫制成。夹层板中间使用泡沫材料减轻了结构的重量,还起到了隔热,隔音和防振作用。在面板的两侧应用钢筋混凝土表皮具有三明治概念的优势,其中钢筋混凝土表皮承受压缩和拉伸载荷,从而产生更高的刚度和强度,并且岩心在面之间传递剪切载荷。本研究使用基于有限元方法的结构软件Strand7来预测CEPS夹心板面板的载荷变形行为。在数值研究中使用了非线性静态分析。将预测结果与现有实验结果进行比较,以验证所使用的数值方法。

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