Finite element model for crack growth process in concrete bituminous

被引：15
|
作者：
Dubois, F. [1 ]
Moutou-Pitti, R. [1 ]
Picoux, B. [1 ]
Petit, C. [1 ]
机构：
[1] Univ Limoges, Heterogeneous Mat Res Grp, Civil Engn Univ Ctr, Egletons, France
来源：
ADVANCES IN ENGINEERING SOFTWARE | 2012年 / 44卷 / 01期
关键词：
Viscoelasticity; Fracture; Damage; Finite element method; Rheological models; Crack growth process; FRACTURE-MECHANICS; VARIABLES; ENERGY;
D O I：
10.1016/j.advengsoft.2011.05.039
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper is devoted to a finite element model based on an incremental formulation for viscoelastic resolution, in order to simulate both crack growth initiation and the time crack propagation process. For isotropic symmetries, a complex algorithm is developed within the time domain, requiring a step-by-step calculation of the energy release rate in performing the independent path integral GO. The model has been adapted for slow crack growth processes by taking into account viscoelastic properties and progressive crack lip debonding. Applications are proposed for the crack growth initiation and crack tip evolution in bitumen. (C) 2011 Civil-Comp Ltd and Elsevier Ltd. All rights reserved.
引用
收藏
页码：35 / 43
页数：9
相关论文
共 50 条
  • [21] Finite Element Analysis of Mass Concrete Temperature Crack Mechanism
    Xu, Zhihua
    Sun, Dawei
    Xiao, Hai
    ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 713 - 716
  • [22] Reflective crack initiation of asphalt overlays on jointed concrete pavement using finite element model
    Jiao, Liya
    Wu, Rongzong
    Harvey, John
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2023, 24 (02)
  • [23] SEMI-ANALYTICAL FINITE ELEMENT METHOD FOR FICTITIOUS CRACK MODEL IN FRACTURE MECHANICS OF CONCRETE
    王承强
    郑长良
    Applied Mathematics and Mechanics(English Edition), 2004, (11) : 1265 - 1270
  • [24] Three-dimensional finite element model generation based on CT image for concrete crack
    Niu Wenjie
    Xu Qingqing
    Xu Ying
    Xu Guohui
    Wang Xiaobin
    Zheng Shipo
    Liu He
    FUNCTIONAL MATERIALS, 2016, 23 (02): : 326 - 330
  • [25] Semi-analytical finite element method for fictitious crack model in fracture mechanics of concrete
    Wang, Cheng-Qiang
    Zheng, Chang-Liang
    Applied Mathematics and Mechanics (English Edition), 2004, 25 (11) : 1265 - 1270
  • [26] A Nonlinear Crack Model for Concrete Structure Based on an Extended Scaled Boundary Finite Element Method
    Li, Jian-bo
    Gao, Xin
    Fu, Xing-an
    Wu, Chenglin
    Lin, Gao
    APPLIED SCIENCES-BASEL, 2018, 8 (07):
  • [27] Implementation of Fictitious Crack Model Using Contact Finite Element Method for the Crack Propagation in Concrete under Cyclic Load
    Zhao, Lanhao
    Yan, Tianyou
    Bai, Xin
    Li, Tongchun
    Cheng, Jing
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2013, 2013
  • [28] Finite element crack growth algorithm for dynamic fracture
    Kannan, K.S.
    Kumar, Krishna R.
    Prabhakar, O.
    Computational Mechanics, 1993, 12 (06) : 349 - 359
  • [29] Crack growth analyses with Eulerian finite element method
    Takaura, Hiroshi
    Okazawa, Shigenobu
    Fujikubo, Masahiko
    COMPUTATIONAL METHODS, PTS 1 AND 2, 2006, : 653 - +
  • [30] A new enriched finite element for fatigue crack growth
    Hu, X. F.
    Yao, W. A.
    INTERNATIONAL JOURNAL OF FATIGUE, 2013, 48 : 247 - 256
12345