• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International Structural Engineering and Construction Conference(ISEC) >FLEXURAL RESPONSE OF DAMAGED STEEL BEAMS STRENGTHENED WITH CFRP SHEETS
【24h】

FLEXURAL RESPONSE OF DAMAGED STEEL BEAMS STRENGTHENED WITH CFRP SHEETS

机译：用CFRP板材加固损坏钢梁的弯曲响应

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The use of adhesively-bonded composite materials has become an attractive option in repairing and strengthening existing structures. Acceptance of carbon fiber-reinforced polymer (CFRP) materials for strengthening concrete structures has resulted in the possibility to also strengthen steel structures. Damaged steel girders can be repaired by epoxy bonding CFRP laminates to the damaged areas of the member. This paper presents the results of experimental study on the retrofitting of damaged steel beams with CFRP sheets. A total of four W4× 13 A992 steel beams with a total length of 1982 mm are tested to study the effect of CFRP-strengthening on the flexural behavior of strengthened steel beams using different strengthening techniques. The main investigation parameter of this study is the retrofitting method used to improve the CFRP-steel strengthening. The effectiveness of the transverse CFRP anchor in strengthening damaged steel beams is observed.
机译：使用粘粘合的复合材料已经成为修复和加强现有结构的有吸引力的选择。接受用于加强混凝土结构的碳纤维增强聚合物（CFRP）材料导致了可能还强化钢结构。损坏的钢梁可以通过环氧键合CFRP层压板来修复成员的受损区域。本文介绍了CFRP板材损坏钢梁改装的实验研究结果。测试总长度为1982毫米的四个W4×13A992钢梁，以研究CFRP加强对使用不同强化技术的强化钢梁弯曲行为的影响。本研究的主要研究参数是改进方法，用于改善CFRP钢加固。观察到横向CFRP锚固在强化损坏钢梁中的有效性。

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