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Abaqus Inc user-defined element function
User Defined Element Function, supplied by Abaqus Inc, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/user-defined+function/user+defined+element/pmc11828914-1-2-6
Average 90 stars, based on 1 article reviews
user-defined element function - by Bioz Stars, 2026-09
90/100 stars

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Article Title: On progressive failure of sand considering fabric evolution with micropolar hypoplastic model
Article Snippet: To study the progressive failure of sand considering the multi-scale and its fabric evolution, the fabric is used as the quantitative link from micro to macro, then the influence of fabric on the anisotropic critical state is adopted to establish a hypoplastic model, and the fabric evolution and micropolar theory are employed to describe the mesoscopic mechanism of local deformation, finally, the simulations of discrete element methods (DEM) and finite element methods (FEM) is coordinated to reproduce the progressive failure.. In the DEM biaxial simulations, the distribution of the contact normal is quantitatively determined by the novel orthotropic fabric tensor, and the difference in particle shapes and sample position showed that the fabric evolution is obvious, especially inside and outside the shear band, and before or after the shear band penetration.. The fabric evolution of DEM is implanted into the corresponding location of the FEM sample, the results indicate that the macro-meso incorporation hypoplastic model can effectively describe strain localization evolution and progressive failure.

Article Title: An Innovative Method for Mesoscale Modelling of Moisture Diffusion in Concrete
Article Snippet: The finite element method (FEM) is employed to determine the moisture diffusion in the pore structure by using a specially formulated User Defined Element (UEL) subroutine in Abaqus.

Article Title: Analytical solution of a gradient-enhanced damage model for quasi-brittle failure
Article Snippet: Applied Mathematical Modelling 132 (2024) 342–365 Contents lists available at ScienceDirect Applied Mathematical Modelling journal homepage: www.elsevier.com/locate/apm Analytical solution of a gradient-enhanced damage model for quasi-brittle failure Liang Xue a, Xiaodan Ren a,∗, Francesco Freddi b a College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, PR China b Department of Engineering and Architecture, Università degli Studi di Parma, Parco Area delle Scienze 181/A, Parma, 43124, Italy A R T I C L E I N F O A B S T R A C T Keywords: Non-local model Damage model Gradient-enhanced damage model Fracture mechanics Analytical solution This paper presents an approach for analytically solving gradient-enhanced damage (GED) models.. The proposed approach provides rigorous proofs for essential phenomena observed in the traditional GED model, including damage widening, characteristic length sensitivity, and stress-locking.. The derived cohesive law is a useful technique for accurately determining the material parameters of the GED model, significantly reducing the sensitivity to characteristic length.

Article Title: Efficient BFGS quasi-Newton method for large deformation phase-field modeling of fracture in hyperelastic materials
Article Snippet: Introduction The phase-field approach was established based on the diffuse representation of localized discontinuity and was initially mployed to simulate brittle fracture [1–3].. Its capacity to capture complex crack geometries – including arbitrary nucleation, ropagation, and branching within a unified framework – has broadened its application across various fracture problems.. This ethod’s versatility has led to its expansion into a diverse range of scenarios, including multi-physics simulations [4–6], fatigue nalysis [7–10], and the characterization of fracture behavior in elastomeric materials involving large deformations [11–18].

Article Title: Self-folding materials and methods, systems and devices for making the same
Article Snippet: The governing equations in Eqs. (2-6) were solved by the finite element method through a user-defined element (UEL) in ABAQUS/standard.

Article Title: Strain localization in rate sensitive porous ductile materials
Article Snippet: Ductile failure by the onset of strain localization in rate sensitive porous materials is investigated using a linear perturbation stability analysis.. A micromechanics-based constitutive model accounting for inhomogeneous yielding at the micro-scale, due to plastic strain concentration in the inter-void ligaments, is used.. Strain and strain rate hardening of the material is accounted for using a phenomenological viscoplastic extension of the model.

Article Title: Finite element analysis for pullout resistance and progressive failure of strip anchors in strain softening marine soils
Article Snippet: Implementing the User-Defined Element function in ABAQUS, the numerical solution was developed and validated against existing literature to verify the accuracy of the MC-matched DP model for analyzing plate anchor pullout resistance.



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