Shell-based cohesive elements tend to overestimate the compression ahead of the crack tip because of approximations in the penalty stiffness. In this study, the higher-order structural cohesive element previously developed by the authors is enhanced with a resin-rich layer-dependent penalty stiffness to improve both computational efficiency and predictive accuracy. The proposed formulation distinguishes between the normal and shear penalty stiffnesses. It extends the resin-rich layer-based penalty stiffness from the layer-wise to the equivalent single-layer framework. This extension is achieved using the through-thickness distributions of the out-of-plane normal and transverse shear stresses derived from beam theory. The proposed method is verified and validated against benchmark problems for Mode I, Mode II, mixed-mode, and reinforced DCB configurations. Compared with the conventional formulation, it exhibits significantly improved mesh convergence and provides more accurate predictions of the compression distribution ahead of the crack tip and the delamination propagation.
The goal of this paper is to predict the failure behavior of composite T-joint specimens, specifically C-channels bonded to a spar cap and skin, under T-Pull, Side-Bend, and Mixed-Shear loading. The work was performed as part of a blind prediction challenge organized by the Technical Cooperation Program, with testing l...
This study presents an extended matrix stiffness method for the exact flexural–torsional buckling analysis of non-funicular thin-walled beam-columns under general loading conditions. The formulation is built upon the well-established second order stiffness matrix proposed by Yang and McGuire, which is widely recognised...
Xiao Du, Yao-Zhi Luo, Wen-Hao Pan et al.· International Journal of Str...· 0 citations
Predicting the progressive early-stage degradation of composite laminates, which are characterized by complex interactions between intralaminar matrix cracking and interlaminar delamination, remains significant challenges in computational mechanics. Traditional mesh-based methods suffer from severe mesh dependency, com...
Jian-Liang Liu, Ye-Yin Xu, C. Zhai et al.· 2026 8th International Confe...· 0 citations
This study presents a computational verification of three-dimensional (3D) elastic-plastic crack-tip fields, emphasizing the dual-parameter fracture mechanics framework (J–Q) through finite element analysis (FEA) in Ansys Mechanical. While single-parameter fracture mechanics (K or J dominance) adequately describes high...
Mustapha Ali Alibe, I. M. Alibe· Journal of Systematic, Evalu...· 0 citations
We present a globally enriched extended finite element method (XFEM) for elastoplastic analysis and fracture of thin-walled beams. The displacement approximation is augmented by (1) global enrichment functions obtained from beam free-vibration modes to capture the dominant bending kinematics on very coarse meshes,...
G. Agarwal, H. Waisman· Journal of engineering mecha...· 0 citations
This study presents a modified variational modeling method for the flexural–torsional buckling of functionally graded porous (FGP) curved beams. Unlike conventional methods that rely on strictly admissible functions, the proposed framework accommodates arbitrary orthogonal polynomial basis functions and segment-wise...
Ying Tian, Shou-Xiang Ma, Wei Liu et al.· Journal of Structural Engine...· 0 citations
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