{"title":"Strength Analysis of Layered Sandwich Beam","authors":"Dins K S","doi":"10.59544/cugn6440/ngcesi23p20","DOIUrl":null,"url":null,"abstract":"Sandwich beams are composite systems that have properties such as high rigidity, high strength and low weight. The sandwich system include glass fiber reinforced polymer (GFRP) skins and phenolic cores, and several layers of sandwich panels are bonded with an epoxy polymer matrix to manufacture the packages. In sandwich beam (LSB) layers, four horizontally oriented layers and the other four vertically oriented layers were tested. To understand the basic behavior of a multilayer sandwich beam, a 3D finite element model was developed using ANSYS. To explore the suitability of this new concept for structural applications, the flexural behavior of the layered sandwich beam is validated using data available in the literature, and the numerical model can be improved by incorporating shear and fatigue behavior which increases confidence in using this novel concept of beam in the civil construction sector.","PeriodicalId":315694,"journal":{"name":"The International Conference on scientific innovations in Science, Technology, and Management","volume":"62 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-08-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"The International Conference on scientific innovations in Science, Technology, and Management","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.59544/cugn6440/ngcesi23p20","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract

Sandwich beams are composite systems that have properties such as high rigidity, high strength and low weight. The sandwich system include glass fiber reinforced polymer (GFRP) skins and phenolic cores, and several layers of sandwich panels are bonded with an epoxy polymer matrix to manufacture the packages. In sandwich beam (LSB) layers, four horizontally oriented layers and the other four vertically oriented layers were tested. To understand the basic behavior of a multilayer sandwich beam, a 3D finite element model was developed using ANSYS. To explore the suitability of this new concept for structural applications, the flexural behavior of the layered sandwich beam is validated using data available in the literature, and the numerical model can be improved by incorporating shear and fatigue behavior which increases confidence in using this novel concept of beam in the civil construction sector.
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层状夹层梁强度分析
夹层梁是一种复合系统,具有高刚度、高强度和低重量等特性。夹层系统包括玻璃纤维增强聚合物(GFRP)外壳和酚醛芯,多层夹层板与环氧聚合物基体粘合以制造封装。在夹层梁(LSB)层中,对4个水平取向层和4个垂直取向层进行了测试。为了解多层夹层梁的基本受力特性,利用ANSYS软件建立了多层夹层梁的三维有限元模型。为了探索这种新概念在结构应用中的适用性,使用文献中可用的数据验证了分层夹层梁的弯曲行为,并且可以通过结合剪切和疲劳行为来改进数值模型,从而增加了在民用建筑领域使用这种新型梁概念的信心。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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