...
首页> 外文期刊>Advances in Science, Technology and Engineering Systems >In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Composites
【24h】

In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Composites

机译:用纤维增强聚合物复合材料加固未原始的砌体墙的面内剪切行为

获取原文
   

获取外文期刊封面封底 >>

       

摘要

Unreinforced masonry (URM) wall is one of the oldest types of walls used around the world. During earthquakes, URM walls present a real danger to life safety due to their behavior characterized by a brittle failure caused by their feeble shear resistance to in-plane loads, which make their strengthening necessary. Numerous studies had been used fiber reinforced polymer (FRP) as strengthening systems to upgrade the seismic behavior of masonry walls. In this study, the effectiveness of using carbon fiber reinforced polymer (CFRP) to increase the energy dissipation and the load carrying capacity of URM walls subjected to in-plane loading is experimentally investigated. Tests were carried on five walls subjected to diagonal compression loadings, one wall was considered as a reference and the other were retrofitted by different configurations of unidirectional CFRP wraps. Despite the advantages associated with the use of such systems, it remains expensive to use, therefore in this study, different ratio and configurations of CFRP wraps were used to reinforce masonry walls to enhance their resistance with less costs. The parameters under investigation are the dimensions, the number and the orientation of CFRP layers. It was concluded that the CFRP enhance the shear resistance and the deformability of URM walls. Results show The CFRP wraps had a significant influence on the URM wall behavior. Important amelioration of deformations and ultimate shear strength were observed when the specimen reaches its peak load, it was determined that the use of CFRP wrap even in smaller ratios increased ductility, the load-bearing capacity and the in-plane shear strength capacity of the masonry walls. The compressive strength of the strengthened walls had experimentally observed to be 147.31% to 319.35% higher than URM wall. The CFRP wraps presents an important solution for the improvement of the in-plane behavior of masonry walls.
机译:未原始的砌体(URM)墙是世界各地最古老的墙壁之一。在地震期间,urm墙体由于它们的行为为生命安全提出了真正的危险,这是由于它们的脆性失败引起的脆性抗抗抗抗面内载荷引起的脆性,这使得它们能够加强必要。许多研究已被使用纤维增强聚合物(FRP)作为强化系统,以提高砌体墙壁的地震行为。在该研究中,通过实验研究了使用碳纤维增强聚合物(CFRP)增加能量耗散的能量耗散和瓮壁的载荷承载能力的有效性。在经过对角线压缩载荷的五壁上进行测试,将一堵墙被认为是参考,另一壁被不同的单向CFRP包装的配置改装。尽管与使用这种系统相关的优点,但使用昂贵的是,在该研究中,CFRP包裹物的不同比率和配置用于加强砌体壁以提高它们的耐尽力。调查下的参数是CFRP层的尺寸,数量和方向。结论是CFRP增强了抗剪切抗性和瓮壁的可变形性。结果表明,CFRP包裹物对URM墙壁行为产生了重大影响。当样品达到其峰值负荷时,观察到变形和极限剪切强度的重要改善,确定CFRP包装的使用甚至在较小的比率增加的延展性,承载能力和砌体的面内剪切强度容量增加墙壁。强化壁的抗压强度实验观察到比瓮壁高出147.31%至319.35%。 CFRP包装呈现了改进砌体墙壁面内行为的重要解决方案。

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