Determination of traction-separation laws on an acrylic adhesive under shear and tensile loading

被引:5
作者
Imanaka, Makoto [1 ]
Omiya, Masaki [2 ]
Taguchi, Noriaki [3 ]
机构
[1] Osaka Univ Educ, Dept Technol Educ, Osaka, Japan
[2] Keio Univ, Dept Mech Engn, Yokohama, Kanagawa, Japan
[3] Nippon Sharyo Ltd, Res & Dev Div, Toyokawa, Japan
关键词
Acrylic adhesive; cohesive zone model; traction-separation law; FRACTURE; STRENGTH; JOINTS; THICKNESS;
D O I
10.1080/01694243.2018.1546463
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Structural acrylic adhesives are of special interest because those adhesives are cured at room temperature and can be bonded to oily substrates. To use those adhesives widely for structural bonding, it is necessary to clarify the methodology for predicting strengths of bonding structures with those adhesives. Recently, cohesive zone models (CZMs) have been receiving intensive attentions for simulation of fracture strengths of adhesive joints, especially when bonded with ductile adhesives. The traction-separation laws under mode I and mode II loadings require to estimate fracture toughness of adhesively bonded joints. In this paper, the traction-separation laws of an acrylic adhesive in mode I and mode II were directly obtained from experiments using Arcan type adhesively bonded specimens. The traction-separation laws were determined by simultaneously recording the J-integral and the opening displacements in the directions normal and tangential to the adhesive layer, respectively.
引用
收藏
页码:646 / 659
页数:14
相关论文
共 50 条
  • [31] Direct measurement of rate-dependent mode I and mode II traction-separation laws for cohesive zone modeling of laminated glass
    Poblete, Felipe R.
    Mondal, Kunal
    Ma, Yinong
    Dickey, Michael D.
    Genzer, Jan
    Zhu, Yong
    COMPOSITE STRUCTURES, 2022, 279
  • [32] A Bonded Plate Having Orthotropic Inclusion in the Adhesive Layer under In-Plane Shear Loading
    Uysal, Mine Uslu
    Guven, Ugur
    JOURNAL OF ADHESION, 2016, 92 (03) : 214 - 235
  • [33] Experimental analysis of the mechanical behaviour of a thick flexible adhesive under tensile/compression-shear loads
    Creac'hcadec, R.
    Jamin, G.
    Cognard, J. Y.
    Jousset, P.
    INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2014, 48 : 258 - 267
  • [34] A customized shear traction separation law for cohesive zone modelling of creep loaded ENF adhesive joints
    Carneiro Neto, R. M.
    Akhavan-Safar, A.
    Sampaio, E. M.
    Assis, J. T.
    da Silva, L. F. M.
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 119
  • [35] Shear properties of isotropic conductive adhesive joints under different loading rates
    Ji, Xinkuo
    Xiao, Gesheng
    Jin, Tao
    Shu, Xuefeng
    JOURNAL OF ADHESION, 2019, 95 (03) : 204 - 217
  • [36] EXPERIMENTAL ANALYSIS OF THE TEMPERATURE-DEPENDENT BEHAVIOUR OF A DUCTILE ADHESIVE UNDER TENSILE/COMPRESSION-SHEAR LOADS
    Badulescu, Claudiu
    Cognard, Jean Yves
    Creac'hcadec, Romain
    Vedrine, Pierre
    ICEM15: 15TH INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS, 2012,
  • [37] A thick cellular structural adhesive: Identification of its behavior under shear loading
    Wetta, Maxime
    Kopp, Jean-Benoit
    Le Barbenchon, Louise
    Viot, Philippe
    MATERIALIA, 2023, 29
  • [38] Variations on R-curves and traction-separation relations in DCB specimens loaded under end opening forces or pure moments
    Pappas, Georgios A.
    Botsis, John
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2020, 191 : 42 - 55
  • [39] Damage Modeling of Asphaltic Pavement Rough Interfaces Under Tensile and Shear Loading
    Ktari, Rahma
    Fouchal, Fazia
    Millien, Anne
    Petit, Christophe
    8TH RILEM INTERNATIONAL CONFERENCE ON MECHANISMS OF CRACKING AND DEBONDING IN PAVEMENTS, 2016, 13 : 475 - 481
  • [40] Experimental characterisation and calibration of hyperelastic material models for finite element modelling of timber-glass adhesive connections under shear and tensile loading
    Engelen, Tine
    Henriques, Jose
    Vandoren, Bram
    GLASS STRUCTURES & ENGINEERING, 2024, 9 (3-4) : 551 - 568