1986
DOI: 10.1177/002199838602000305
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Tensile Fracture of Laminates with Cracks

Abstract: In this paper a method, called the Damage Zone Model (DZM), is used for predicting strength of composites with through-the-thickness cracks. The DZM is based on the two fundamental parameters unnotched tensile strength (σ 0 ) and apparent fracture energy (G* c ). The damage zone, developed at a notch in the composite, is modelled as a crack with cohesive forces acting on the crack surfaces. Redistribution of stresses and change in stiffness is accounted for in the model. For comparison, strengths are als… Show more

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Cited by 90 publications
(35 citation statements)
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“…In the generalized bridging crack model, the stress profile at the FPZ is obtained by means of the application of the cohesive law [32,108,[127][128][129][130][131][132][133][134][135][136]. The bridging crack model assumes that the FPZ is localized in a plane, while the rest of the specimen follows the bulk material response, usually assumed as linear.…”
Section: Generalized Bridging Crack Modelmentioning
confidence: 99%
“…In the generalized bridging crack model, the stress profile at the FPZ is obtained by means of the application of the cohesive law [32,108,[127][128][129][130][131][132][133][134][135][136]. The bridging crack model assumes that the FPZ is localized in a plane, while the rest of the specimen follows the bulk material response, usually assumed as linear.…”
Section: Generalized Bridging Crack Modelmentioning
confidence: 99%
“…For all cases studied so far [24,30], a linear relationship between crack opening and cohesive stress has proven to give good results, Figure 2b. It is important to note that the area below the Q-v curve is equivalent to the apparent fracture energy G* and that the maximum value ao of the stress is the unnotched tensile strength of the laminate.…”
Section: Damage Zone Modelmentioning
confidence: 84%
“…Moreover, the extension of the damage zone is obtained as a result of 260 the analysis, and computed zone sizes are in the same order of magnitude as the experimentally determined sizes. In a related paper the method is also shown to accurately predict fracture of laminates with cracks [24]. The method was originally developed by Hillerborg et al [25][26][27][28] for fracture analysis of concrete beams.…”
Section: Introduction Umerous Papers Have Been Published On Methods Fmentioning
confidence: 99%
“…Such models incorporate specific assumptions concerning strength criteria of the plies and stiffness reduction upon element failure [21], and are capable of yielding generally accurate prediction of progressive damage. Modeling failure process at a stress concentration as a propagation of a cohesive zone [22][23][24][25][26][27] led to introduction of an (apparent) critical energy release rate (ERR) as a material parameter in addition to the unnotched strength. However, the material parameters have to be determined for each layup considered.…”
Section: Introductionmentioning
confidence: 99%