2013
DOI: 10.1016/j.ijadhadh.2013.03.008
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Strength prediction and reliability of brittle epoxy adhesively bonded dissimilar joint

Abstract: This paper deals with strength and failure prediction as well as reliability issues of adhesive joints of brittle epoxy bonding two dissimilar adherends. Effects of bond thickness and scarf angle upon the strength of such joints are also addressed. Three kinds of adhesive joints, i.e., butt, scarf and shear joints are considered. It is found that the strength prediction of various adhesive joints under consideration can be done by establishing interface corner toughness, H c parameter. For adhesive joints with… Show more

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Cited by 27 publications
(10 citation statements)
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“…Double-Edge Notched Beam (DENB) (Murphy, 1979), Center Slit Beam (CSB) (Murphy, 1988), Single Edge Notched Beam (SENB) (Hunt & Croager, 1982;Russell, 1982;Mall & Mol, 1991) are performed to analyze the mode II fracture toughness for composite materials and as well as wood and a number of metals. These configurations are somehow differ from the conventional test configurations often used for mode I and mode II fracture testing of brittle and quasi-brittle materials like glass, rock, concretes, some polymers, ceramics, graphite and etc (Bocca et al, 1991;Chang et al, 2006;Aliha & Saghafi, 2013;Berto et al, 2012;Gómez et al, 2009;Suresh et al, 1990;Akbardoost & Rastin, 2015;Afendi et al, 2013;Maccagno & Knott, 1989;Aliha & Ayatollahi, 2008;Rao et al, 2003;Lim et al, 1993;Negro et al, 2003;Awaji & Sato 1978;Aliha et al, 2017a-e;Mirsayar et al, 2014Mirsayar et al, , 2018Fakhri et al, 2017;Razavi et al, 2018;Heidari-Rarani et al, 2014;Ameri et al, 2012Ameri et al, ,2016Ayatollahi et al, 2011;Ahmad 1993). However, one of the undeniable mandatory information is estimation of material properties like shear strength.…”
Section: Introductionmentioning
confidence: 98%
“…Double-Edge Notched Beam (DENB) (Murphy, 1979), Center Slit Beam (CSB) (Murphy, 1988), Single Edge Notched Beam (SENB) (Hunt & Croager, 1982;Russell, 1982;Mall & Mol, 1991) are performed to analyze the mode II fracture toughness for composite materials and as well as wood and a number of metals. These configurations are somehow differ from the conventional test configurations often used for mode I and mode II fracture testing of brittle and quasi-brittle materials like glass, rock, concretes, some polymers, ceramics, graphite and etc (Bocca et al, 1991;Chang et al, 2006;Aliha & Saghafi, 2013;Berto et al, 2012;Gómez et al, 2009;Suresh et al, 1990;Akbardoost & Rastin, 2015;Afendi et al, 2013;Maccagno & Knott, 1989;Aliha & Ayatollahi, 2008;Rao et al, 2003;Lim et al, 1993;Negro et al, 2003;Awaji & Sato 1978;Aliha et al, 2017a-e;Mirsayar et al, 2014Mirsayar et al, , 2018Fakhri et al, 2017;Razavi et al, 2018;Heidari-Rarani et al, 2014;Ameri et al, 2012Ameri et al, ,2016Ayatollahi et al, 2011;Ahmad 1993). However, one of the undeniable mandatory information is estimation of material properties like shear strength.…”
Section: Introductionmentioning
confidence: 98%
“…These wide applications are due to creep resistance [7], excellent adhesion to many substrates [8], high temperature performance [9], high stiffness [10], and high mechanical and electrical properties [11]. However, almost all EPs are brittle [12][13][14]. Many tougheners such as carboxyl-terminated butadiene-acrylonitrile (CTBN) [15,16], core-shell rubber (CSR) particles [17,18], thermoplastic or thermoset polymers [19,20], and organicinorganic particles [21,22] have been incorporated to increase the toughness of EP resins.…”
Section: Introductionmentioning
confidence: 99%
“…However, as an inherently brittle material, epoxy thermosets are highly susceptible to defects/cracks [1][2][3]. Fracture/fatigue loadings, thermal effects or any kind of environmental effects influence the matrix service life.…”
Section: Introductionmentioning
confidence: 99%