...
首页> 外文期刊>Construction and Building Materials >Response of pre-cast reinforced composite sandwich panels to axial loading
【24h】

Response of pre-cast reinforced composite sandwich panels to axial loading

机译:预制增强复合材料夹芯板对轴向载荷的响应

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

This paper summarises the results of an experimental and numerical study of precast reinforced composite sandwich panels. Full-scale tests were carried out to determine their axial strength capacity. Load-deformation response, strains variation across the insulation layer, strains in shear connectors, crack appearance and propagation under increasing load were recorded and analysed. A brief review of previous research works undertaken on the load bearing capacity of reinforced concrete solid walls is presented. Test results and finite element analysis (FEA) results were compared with calculated values based on current ACI design practice and other available design formulations developed for solid walls to determine if these empirical formulae are also applicable for sandwich panels. A semi-empirical formula was proposed to better fit the experimental and the FEA results.
机译:本文总结了预制增强复合材料夹芯板的实验和数值研究结果。进行了全面测试以确定其轴向强度。记录并分析了载荷-变形响应,绝缘层上的应变变化,剪切连接器中的应变,在增加的载荷下裂纹的出现和扩展。简要回顾了以前对钢筋混凝土实心墙的承载能力进行的研究工作。将测试结果和有限元分析(FEA)结果与基于当前ACI设计规范和为实心墙开发的其他可用设计公式得出的计算值进行比较,以确定这些经验公式是否也适用于夹心板。提出了一个半经验公式,以更好地拟合实验和有限元分析结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号