首页> 外文会议>Computational structural engineering >Deflection Analysis of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP by Response Surface Method
【24h】

Deflection Analysis of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP by Response Surface Method

机译:GFRP加固圆形腹板开口的预张倒T形梁的响应面法分析

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

The experimental program reported in this paper tested three inverted-tee girders with circular web openings strengthened with GFRP to failure to evaluate the openings' effect on girder behavior. Parametric study using response surface methodology through finite element analysis may form efficient approximation to deflection.
机译:本文报道的实验程序测试了三个带有GFRP加固的圆形腹板开口的倒三通大梁,无法评估开口对大梁性能的影响。使用响应面方法通过有限元分析进行的参数研究可能会形成挠度的有效近似值。

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