节点文献

地震作用下加固砖砌体房屋力学特性数值模拟

Numerical Simulation under Reinforcing Masonry Buildings of Menhanical Seismic Action

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 孙大行徐建新丁峰

【Author】 SUN Da-hang,DING Feng,ZHANG Zhi-xin(Hebei United University,Hebei Earthquake Engineering Research Center,Tangshan Hebei 063009,China)

【机构】 河北联合大学河北省地震工程研究中心河北联合大学校园规划建设处

【摘要】 采用碳纤维复合材料加固技术在砌体结构中广泛应用,通过加固之后,砌体结构房屋抗震性能有较大改善。对碳纤维复合材料加固砌体结构采用ANSYS有限元软件,建立2个不同的碳纤维加固模型。通过2个不同加固方案的分析,对加固模型的极限位移分析对比,研究了碳纤维加固砌体房屋的抗震性能,并且得到粘贴碳纤维布加固砖砌体房屋对增强其抗震性能的合理加固方法。计算分析表明,碳纤维加固可以控制砌体裂缝的发展,裂缝的开展更为均匀,有效的提高房屋的变形能力和抗震承载能力。

【Abstract】 Due to the attention paid to the carbon fiber composite received from strengthening masonry constructions with it and the superiority of the application of the finite-element software ANSYS to the mechanical property numerical modeling of construction,this paper discusses adopting ANSYS finite-element software to establish two different programs of carbon fiber strengthening model.Through the comparison of ultimate displacement of each model,the paper analyzes the influence of strengthening with carbon fiber on the mechanical property of the houses,and reaches a conclusion of how to paste up the carbon fiber cloth is the best for the anti-seismic effect of the brick masonry houses.The final comparison shows that strengthening the house with carbon fiber can control the development of crack and distribute the cracks more evenly,to improve the houses’anti-falling on side function and carrying capacity effectively.

【关键词】 碳纤维砌体抗震加固ANSYS
【Key words】 carbon fibermasonryseismic strengtheningANSYS
  • 【文献出处】 河北联合大学学报(自然科学版) ,Journal of Hebei United University(Natural Science Edition) , 编辑部邮箱 ,2013年02期
  • 【分类号】TU364;TU352.11
  • 【下载频次】45
节点文献中: 

本文链接的文献网络图示:

本文的引文网络