Crack calculation of beams reinforced with FRP bars based on linear bond-slip model

被引：0
|
作者：
Li, Xiaodong [1 ]
Feng, Haochen [1 ]
Yuan, Weining [1 ]
机构：
[1] Changan Univ, Sch Civil Engn, Xian 710064, Shaan Xi Provin, Peoples R China
来源：
ADVANCED CONSTRUCTION TECHNOLOGIES | 2014年 / 919-921卷
关键词：
FRP bars; crack; constitutive relationship of bond-slip behavior; stress distribution;
D O I：
10.4028/www.scientific.net/AMR.919-921.1377
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper mainly gets a equation of crack width calculation. To get the result, the lineared bond-slip model between FRP bars and concrete is used, combining with the bond stress distribution model which is found by You Chun'an. Finally, the value of this paper is compared with the value of ACI440.1R-06 and JSCE code, which prove the result is right.
引用
收藏
页码：1377 / 1380
页数：4
相关论文
共 50 条
  • [1] Calculation method for crack width of steel fiber-reinforced lightweight aggregate concrete beams reinforced with frp bars considering bond-slip behavior
    Sun, Yi-Jia
    Wu, Tao
    Liu, Xi
    Gongcheng Lixue/Engineering Mechanics, 2022, 39 (01): : 34 - 44
  • [2] Crack Width Calculation of Steel Reinforced Concrete Beams Considering the Bond-slip
    Cao, Xiu Li
    Shen, De Jian
    He, Pei Ling
    Dong, Xian Feng
    Zhang, Hong Fei
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 1395 - +
  • [3] Bond-slip behaviour of FRP-reinforced concrete beams
    Lin, Xiaoshan
    Zhang, Y. X.
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 44 : 110 - 117
  • [4] Bond-slip model for horizontal reinforcing bars in reinforced brick masonry
    Wang, Zuowei
    Zhao, Jianchang
    Liu, Tingbin
    ENGINEERING STRUCTURES, 2019, 201
  • [5] Modelling of the bond-slip behavior in FRP reinforced masonry
    Su, Yu
    Wu, Chengqing
    Griffth, Michael C.
    CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (01) : 328 - 334
  • [6] Numerical calculation of crack width in prestressed concrete beams with bond-slip effect
    Liu, Jinliang
    Jia, Yanmin
    Zhang, Guanhua
    Wang, Jiawei
    MULTIDISCIPLINE MODELING IN MATERIALS AND STRUCTURES, 2019, 15 (02) : 523 - 536
  • [7] Numerical simulation of bond-slip relationship between FRP bars and concrete based on ANSYS
    School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
    Shenyang Jianzhu Daxe Xuebao, 2007, 2 (231-234):
  • [8] Bond-slip behavior of bundled steel/FRP bars and its implementation in high-fidelity FE modeling of reinforced concrete beams
    Sun, Zeyang
    Feng, De-Cheng
    Sun, Yunlou
    Yuan, Jie
    Li, Xinghua
    Wei, Yang
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 286
  • [9] Experiment and Calculation of Crack Width of Concrete Beams Reinforced with Hybrid (FRP and Steel) Bars
    Lu C.-H.
    Ruan X.-J.
    Zhang Z.-Z.
    Xu K.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2019, 32 (09): : 124 - 131and142
  • [10] Effect of the bond-slip law on the bond response of NSM FRP reinforced concrete elements
    Gomez, Javier
    Torres, Lluis
    Barris, Cristina
    CMMOST 2019: 5TH INTERNATIONAL CONFERENCE ON MECHANICAL MODELS IN STRUCTURAL ENGINEERING (CMMOST 2019), 2019, : 237 - 254
12345