Comparing experimental results to a numerical meso-scale approach for woven fiber reinforced plastics

被引:40
|
作者
Stier, B. [1 ]
Simon, J. -W. [1 ]
Reese, S. [1 ]
机构
[1] Rhein Westfal TH Aachen, Inst Appl Mech, D-52074 Aachen, Germany
关键词
Carbon fiber; Mechanical properties; Finite element analysis (FEA); Mechanical testing; BRAIDED TEXTILE COMPOSITES; CONTINUUM DAMAGE MODEL; SATIN WEAVE COMPOSITE; COMPRESSIVE LOADS; LOCAL DAMAGE; PART II; MICROMECHANICS; STRENGTH; BEHAVIOR; CFRP;
D O I
10.1016/j.compstruct.2014.12.015
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Meso-mechanical analysis, allowing for the study of local phenomena, is one of the strongest tools for the investigation of woven carbon fiber reinforced plastics (CFRP). A meso-scale representative volume element (RVE) of a twill weave CFRP ply is modeled, which consists of the yarn part, and the surrounding matrix region. The yarns are considered to be elastic and transversely isotropic. To obtain the material properties of the yarn, a hexagonal dense packing (HOP) RVE representing the microstructure inside a tow, is homogenized. Furthermore, isotropic elasto-plastic behavior is assumed for the neat matrix region at the meso-scale. The material model accounts for different yield strengths in tensile and compressive direction as well as pressure dependence. For the verification of the mesa-model and their homogenized results, experiments are conducted, which provide strains in a very high local resolution as well as the global response. The numerically and experimentally obtained strain fields as well as the global stress strain responses are compared. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:553 / 560
页数:8
相关论文
共 50 条
  • [1] Meso-scale strain localization and failure response of an orthotropic woven glass-fiber reinforced composite
    Koohbor, Behrad
    Ravindran, Suraj
    Kidane, Addis
    COMPOSITES PART B-ENGINEERING, 2015, 78 : 308 - 318
  • [2] Steel Fibre Reinforced Concrete Meso-Scale Numerical Analysis
    Li, Zhengwei
    Wu, Meizhong
    Wu, Jiawei
    Cui, Yujun
    Xue, Xingwei
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [3] Meso-scale Modeling of Unbalanced Woven Composites
    Potluri, P.
    Jetavat, D. S.
    Manana, A.
    Ramgulam, R. B.
    RECENT ADVANCES IN TEXTILE COMPOSITES, 2008, : 160 - 167
  • [4] Meso-scale strain mapping in UD woven composites
    Potluri, P.
    Young, R. J.
    Rashed, K.
    Manan, A.
    Shyng, Y. T.
    COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2009, 40 (12) : 1838 - 1845
  • [5] MESO-SCALE NUMERICAL SIMULATION OF FIBER COMPOSITES-PART II: NUMERICAL SIMULATION
    Huang Jun
    Huang Peiyan
    PROCEEDINGS OF THE 6TH INTERNATIONAL SPECIALTY CONFERENCE ON FIBRE REINFORCED MATERIALS, 2010, : 157 - 164
  • [6] Numerical simulation of SHPB test of ultra-high performance fiber reinforced concrete with meso-scale model
    Wu PengTao
    Wu ChengQing
    Liu ZhongXian
    Xu ShenChun
    SCIENTIA SINICA-PHYSICA MECHANICA & ASTRONOMICA, 2020, 50 (02)
  • [7] POINT-BASED MESO-SCALE MODELING FOR WOVEN COMPOSITES
    Liu, Yan
    Liu, Ping
    Si, Xuena
    Zhang, Xiong
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON MECHANICS AND MATERIALS IN DESIGN (M2D2017), 2017, : 1507 - 1508
  • [8] Fracture behavior and size effect of UHPFRC: Experimental and meso-scale numerical investigation
    Wang, Qingmin
    Li, Qinghua
    Yin, Xing
    Xu, Shilang
    Su, Zizhuo
    Xie, Hongwei
    ENGINEERING FRACTURE MECHANICS, 2023, 283
  • [9] Isogeometric analysis for numerical plate testing of dry woven fabrics involving frictional contact at meso-scale
    Nishi, S.
    Terada, K.
    Temizer, I.
    COMPUTATIONAL MECHANICS, 2019, 64 (01) : 211 - 229
  • [10] Isogeometric analysis for numerical plate testing of dry woven fabrics involving frictional contact at meso-scale
    S. Nishi
    K. Terada
    I. Temizer
    Computational Mechanics, 2019, 64 : 211 - 229