2004
DOI: 10.1016/s0143-7496(03)00096-4
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A numerical study of the shear-strength-predicting capabilities of test specimens for wood–adhesive bonds

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Cited by 70 publications
(31 citation statements)
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“…The example of reinforced epoxy, an adhesive typically not used in the wood industry, shows that the addition of fibrous filler primarily improves the toughness of an adhesive bond [177][178][179][180][181][182][183][184]. Confirming results achieved in modelling studies [185,186], a comparative study of a broad variety of wood adhesives [187][188][189] indicated a strong correlation between the toughness of an adhesive and the ultimate shear strength of corresponding wood adhesive bonds. Urea-formaldehyde resins (UF) are a widely used class of low-priced wood adhesives, which are well known for their pronounced brittleness and their tendency to develop microcracks (Fig.…”
Section: Applications and New Advances In Cellulose Nanocompositesmentioning
confidence: 82%
“…The example of reinforced epoxy, an adhesive typically not used in the wood industry, shows that the addition of fibrous filler primarily improves the toughness of an adhesive bond [177][178][179][180][181][182][183][184]. Confirming results achieved in modelling studies [185,186], a comparative study of a broad variety of wood adhesives [187][188][189] indicated a strong correlation between the toughness of an adhesive and the ultimate shear strength of corresponding wood adhesive bonds. Urea-formaldehyde resins (UF) are a widely used class of low-priced wood adhesives, which are well known for their pronounced brittleness and their tendency to develop microcracks (Fig.…”
Section: Applications and New Advances In Cellulose Nanocompositesmentioning
confidence: 82%
“…The shear area of the ASTM D-905 block shear specimens was 1923 mm 2 , which is more than 2 times greater than that in the MD specimens (900 mm 2 ). It is well known that the shear stress distribution in an adhesively bonded joint tends to be more uniform as the size of the bond area decreases (Serrano 2004); hence, apart from the high proportion of wood failure in the ASTM D-905 testing system and its negative effect on the stability of the data, variability in the results obtained by the ASTM D-905 method could be related to its larger area of bondline.…”
Section: Variability In Shear Strength Valuesmentioning
confidence: 99%
“…In this regard, adhesives have several chemical and mechanical characteristics that need to be considered, but the shear strength is one of the most important factors. In fact, the shear strength, as one of the most common interfacial stresses under service conditions (Pizzo et al 2003;Serrano 2004), is commonly used as the reference parameter to compare the bond strength of different adhesives (Vick and Okkonen 1998;Örs et al 2000;Serrano 2004;Burdurlu et al 2006;Konnerth et al 2006;Raftery et al 2009;Lu et al 2013;Bomba et al 2014;Derikvand et al 2014;Li et al 2015;Šedivka et al 2015).…”
Section: Introductionmentioning
confidence: 99%
“…The most commonly used reference parameter for the bond strength of the glued wood is its shear bond strength (Serrano 2004;Burdurlu et al 2006;Konnerth et al 2006;Raftery et al 2009;Derikvand et al 2014). The bond strength is the ability of the bonded wood to hold the wood-based composite elements together, ensuring its overall strength.…”
Section: Introductionmentioning
confidence: 99%