2017
DOI: 10.1142/s2424913017500047
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Numerical study for cohesive zone model in delamination analysis based on higher-order B-spline functions

Abstract: A numerical aspect of the implementation cohesive zone model for delamination analysis is presented in this work by employing interface elements and higher-order B-spline functions. The stress oscillation is addressed, and Newton-Cotes integration scheme is considered as a good candidate to overcome this phenomenon. In order to track the nonlinear equilibrium path, a general arc-length constraint named dissipationbased arc-length method is applied. A numerical example is presented to perform the ability of the… Show more

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Cited by 3 publications
(2 citation statements)
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“…Other researchers [16] have focused on the delaminated shell panel model using two higher-order mid-plane kinematics and solved numerically via an FE (finite element) iterative process. The effect of using higher-order shape functions for computing traction forces was also studied by employing higher-order isogeometric interface elements [17]. Some analytical and semi-analytical approaches have focused on the prediction of debonding initiation between cement-based overlay and old concrete substrate under monotonous mechanical loading [18].…”
Section: Introductionmentioning
confidence: 99%
“…Other researchers [16] have focused on the delaminated shell panel model using two higher-order mid-plane kinematics and solved numerically via an FE (finite element) iterative process. The effect of using higher-order shape functions for computing traction forces was also studied by employing higher-order isogeometric interface elements [17]. Some analytical and semi-analytical approaches have focused on the prediction of debonding initiation between cement-based overlay and old concrete substrate under monotonous mechanical loading [18].…”
Section: Introductionmentioning
confidence: 99%
“…In quasi-static fracture/delamination analysis, the standard FEM implementations using intrinsic CZMs can exhibit spurious traction oscillations along the cohesive interface, especially near crack tips, if a large initial cohesive stiffness is specified [5,[31][32][33][34][35][36]. Even with potential-based intrinsic CZMs, it is important to control the elastic behavior through initial slope indicators to avoid instability [37].…”
Section: Introductionmentioning
confidence: 99%