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Mechanical properties and experimental researches of new CSIPs sandwich panels

机译:新型CSIP夹芯板的力学性能和实验研究。

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The advantages of glass fiber reinforced composites (FRP) and SIPs (structural insulated panels) are combined, and a new type of sandwich panel called composite structural insulated panels (CSIPs) is proposed. Through the adhesive bonding, CSIPs are made of FRP as face sheets and expanded polyethylene foam (EPS) as a core. To master the mechanical characteristics of CSIPs, firstly, adopting the large deflection theory of Reissener in this paper derived the calculation formula of displacement and the stability critical load of CSIPs. Then, ANSYS software was used to carry on the analysis of finite element simulation. Finally, a testing piece of CSIP with length 1000mm and breath 1000mm was made and a test was done. The results show that the theoretical analysis results, finite element simulation results and test results are basically coincide. So the calculating formula of deformation and bearing capacity of CSIPs are correct. And CSIPs have the outstanding advantages of light weight and high strength.
机译:结合了玻璃纤维增​​强复合材料(FRP)和结构绝缘板(SIPs)的优点,提出了一种新型的夹心板,称为复合结构绝缘板(CSIPs)。通过粘合,CSIP由FRP制成面板,而发泡聚乙烯泡沫(EPS)作为芯。为了掌握CSIP的力学特性,首先采用Reissener的大挠度理论推导了CSIP的位移和稳定临界载荷计算公式。然后,使用ANSYS软件进行了有限元仿真分析。最后,制作了长度为1000mm,呼吸为1000mm的CSIP测试片并进行了测试。结果表明,理论分析结果,有限元模拟结果与试验结果基本吻合。因此,CSIP的变形和承载力的计算公式是正确的。 CSIP具有重量轻,强度高的突出优点。

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