华南理工大学学报(自然科学版) ›› 2007, Vol. 35 ›› Issue (7): 6-9,36.

• 力学 • 上一篇    下一篇

CFS/ AFS 混杂加固RC 梁非线性有限元分析

郭永昌1 李丽娟2 邓军1 刘锋2   

  1. 1.华南理工大学 交通学院,广东 广州 510640; 2 广东工业大学 建设学院,广东 广州 510006
  • 收稿日期:2006-03-28 出版日期:2007-07-25 发布日期:2007-07-25
  • 通信作者: 郭永昌(1974-),男,博士生,主要从事桥梁力学的研究. E-mail:gycgdut@163.com
  • 作者简介:郭永昌(1974-),男,博士生,主要从事桥梁力学的研究.
  • 基金资助:

    国家自然科学基金资助项目( 10672060)

Nonlinear Finite Element Analysis of RC Beams Strengthened with CFS/ AFS

Guo Yong-changLi Li-juanDeng lunLiu Feng2   

  1. 1. School of Traffic and Communications , South China Univ. of Tech. , Guangzhou 510640 , Guangdong , Chinaj2. Faculty of Construction Engineering , Guangdong Univ. of Tech. , Guangzhou 510006 , Guangdong , China
  • Received:2006-03-28 Online:2007-07-25 Published:2007-07-25
  • Contact: 郭永昌(1974-),男,博士生,主要从事桥梁力学的研究. E-mail:gycgdut@163.com
  • About author:郭永昌(1974-),男,博士生,主要从事桥梁力学的研究.
  • Supported by:

    国家自然科学基金资助项目( 10672060)

摘要: 针对碳/芳纶纤维布混杂加固钢筋混凝土梁的这种新型的加固方法,通过建立不同材料本构方程,对单层及双层加固模型进行了非线性有限元分析.分析了纤维布长度及加固形式对加固梁弯曲刚皮、初裂载荷及极限载荷的影响,并将计算结果与试验结果进行了对比,发现非线性有限元计算结果与试验结果吻合较好,混杂加固具有良好的混杂效应,碳纤维布高强度的特点得到充分发挥.

关键词: 钢筋混凝土梁, 混杂纤维布, 非线性有限元, 加固

Abstract:

This paper aims at the mechanical characteristics of the reinforced concrete (RC) beams strengthened with carbon fiber sheet/ aramid fiber sheet (CFS/ AFS) , a new hybrid strengthening method. In the investigation ,the nonlinear finite element analyses of the single-layer and double-layer strengthening models for the RC beams are made by establishing the constitutive equations of different materials. Then , the effects of the fibre sheet type and the sheet length on the bending stiffness , initial cracking loads and failure loads of the beams are analyzed. Moreover, a comparative analysis is performed , finding that the calculated results are consistent with the experimental ones. It is indicated that the hybrid strengthening by using CFS and AFS may result in a good hybrid effect and may sufficiently bring the high strength of CFS into play.

Key words: reinforced concrete beam, hybrid fiber sheet, nonlinear finite element, strengthening