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Abaqus Inc non-linear finite element (fe) program
Non Linear Finite Element (Fe) Program, 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/non+linear+fe+program/3d+finite+element+model/pm36676588-1-1-6
Average 90 stars, based on 1 article reviews
non-linear finite element (fe) program - by Bioz Stars, 2026-10
90/100 stars

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Article Title: Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps.
Article Snippet: Two pile cap specimens with different heights were tested, and a validated 3D finite element model was developed using ABAQUS v.202122 to simulate various rectangular and circular column–pile configurations, with dimension ratios ranging from 0.2 d to d (where d is the pile cap width).

Article Title: Comparison of diverse mandibular mechanics during biting in Devonian lungfishes
Article Snippet: All 3D Finite Element Models (FEMs) were solved using the Abaqus default implicit direct static solver and Newtonian iterations.

Article Title: Effect of fitting tolerance on mechanical performance of CFRP/Al double-lap blind riveted joints.
Article Snippet: As shown in Fig. 4, a three-dimensional finite element model was created for precise stress-strain analysis of specimens by Abaqus.

Article Title: Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps
Article Snippet: The experimental records were compared to a three-dimensional (3D) non-linear finite element model (FEM) that was built using ABAQUS v.2021 .

Article Title: Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps.
Article Snippet: The experimental records were compared to a three-dimensional (3D) non-linear finite element model (FEM) that was built using ABAQUS v.202122.

Article Title: Risk Mitigation of a Heritage Bridge Using Noninvasive Sensors.
Article Snippet: A supplementary investigation into the effects of overloading was conducted using a nonlinear finite-element model developed in Abaqus, employing the Concrete Smeared Cracking material model.

Article Title: The Impact of Bedrock Material Conditions on the Seismic Behavior of an Earth Dam Using Experimentally Derived Spatiotemporal Parameters for Spatially Varying Ground Motion.
Article Snippet: A detailed 3D finite element model of the dam was developed in ABAQUS and subjected to time history analyses under three excitation scenarios: (1) uniform input, (2) non-uniform input with coherence loss, and (3) non-uniform input including both coherence loss and wave passage effects.

Article Title: Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps
Article Snippet: Two pile cap specimens with different heights were tested, and a validated 3D finite element model was developed using ABAQUS v.2021 to simulate various rectangular and circular column–pile configurations, with dimension ratios ranging from 0.2 d to d (where d is the pile cap width).



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