Numerical study of the single fibre push-out test: Part II. Influence of materials and test variables

被引:0
|
作者
Dai, Y [1 ]
Kim, JK [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Mech Engn, Kowloon, Peoples R China
关键词
boundary element analysis; fibre push-out test; stress transfer; interface debond; materials and test variables;
D O I
暂无
中图分类号
TB33 [复合材料];
学科分类号
摘要
The effects of material properties and specimen geometric factors on stress transfer across the fibre-matrix interface in the fibre push-out test are evaluated based on an axisymmetric boundary element analysis. It is shown that the Young's modulus ratio of fibre to matrix, the effective fibre volume fraction, the specimen thickness and the support hole size influence significantly the overall interface stress profiles and the maximum stress values at free edges. The first two material in particular, dictate where the maximum interface shear stress occurs between the loaded and supported fibre ends. The implication is that under certain circumstances the interface debond may initiate from the supported fibre end, as opposed to the usual loaded end debonding, if assuming the maximum interface shear stress criterion. A similar two-way debond phenomenon is predicted using a shear lag analysis.
引用
收藏
页码:103 / 120
页数:18
相关论文
共 50 条
  • [21] THE INFLUENCE OF SUPPORT CONDITIONS IN THE LOADING FIXTURE ON FAILURE MECHANISMS IN THE PUSH-OUT TEST - A FINITE-ELEMENT STUDY
    HARRIGAN, TP
    KAREH, J
    HARRIS, WH
    JOURNAL OF ORTHOPAEDIC RESEARCH, 1990, 8 (05) : 678 - 684
  • [22] Insight into single-fiber push-out test of tungsten fiber-reinforced tungsten
    Schoenen, Stephan
    Jasper, Bruno
    Coenen, Jan Willem
    Du, Juan
    Hoeschen, Till
    Riesch, Johann
    Natour, Ghaleb
    Neu, Rudolf
    Linsmeier, Christian
    COMPOSITE INTERFACES, 2019, 26 (02) : 107 - 126
  • [23] Short stud push-out test study of high performance concrete composite pavement
    Tian, Qi-Xian
    Du, Xin-Xi
    Bridge Construction, 2016, 46 (01) : 40 - 46
  • [24] Fatigue and crack propagation investigations on composite dowels using an inclined single push-out test
    Wolters, K.
    Feldmann, M.
    PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON ADVANCES IN STEEL-CONCRETE COMPOSITE STRUCTURES (ASCCS 2018), 2018, : 725 - 732
  • [25] Numerical Simulation of Steel Reinforced Lightweight Aggregate Concrete Beams Based on Analysis of Push-out Test
    Zhang, Jianwen
    Zhao, Fanyu
    Xv, Zhipeng
    ELECTRONIC JOURNAL OF STRUCTURAL ENGINEERING, 2024, 24 (02): : 24 - 29
  • [26] NUMERICAL MODELING OF FIBER PUSH-OUT TEST IN METALLIC AND INTERMETALLIC MATRIX COMPOSITES - MECHANICS OF THE FAILURE PROCESS
    ANANTH, CR
    CHANDRA, N
    JOURNAL OF COMPOSITE MATERIALS, 1995, 29 (11) : 1488 - 1514
  • [27] Study of bond-slip push-out test of circular hollow steel tube and UHTCC
    Wang, Bing
    Wang, Jia-Hui
    Ren, Qing-Xin
    Long, Yu-Yang
    Sun, Ze-Long
    Zhao, Xin
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 223
  • [28] The influence of methodological variables on the push-out resistance to dislodgement of root filling materials: a meta-regression analysis
    Collares, F. M.
    Portella, F. F.
    Rodrigues, S. B.
    Celeste, R. K.
    Leitune, V. C. B.
    Samuel, S. M. W.
    INTERNATIONAL ENDODONTIC JOURNAL, 2016, 49 (09) : 836 - 849
  • [29] Parametric Study of Bonded Connection in Composite Structures through the FE Modeling of Push-Out Test
    Lim, Sovanvichet
    Bernard, Fabrice
    PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14 : 1455 - 1462
  • [30] Parametric study of I-shaped shear connectors with different orientations in push-out test
    Boursas, Farid
    Boutagouga, Djamel
    FRATTURA ED INTEGRITA STRUTTURALE-FRACTURE AND STRUCTURAL INTEGRITY, 2021, 15 (57): : 24 - 39