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Abaqus Inc abaqus cae 2024 software
Abaqus Cae 2024 Software, supplied by Abaqus Inc, used in various techniques. Bioz Stars score: 86/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/abaqus+cae/2022+abaqus+software/pm42262702-75-7-7
Average 86 stars, based on 1 article reviews
abaqus cae 2024 software - by Bioz Stars, 2026-10
86/100 stars

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Article Title: Inverse design of stochastic, voxelated thermo-viscoelastic digital materials
Article Snippet: The simulation is performed in Abaqus CAE, with runtimes ranging from 100 to 145 min for a 253,777-element mesh assigned to 28 individual percolated digital material sections.

Article Title: Inverse design of stochastic, voxelated thermo-viscoelastic digital materials.
Article Snippet: The proposed material model enables the simulation of orthosis flexion and extension, long-term compliance and impact resistance in Abaqus CAE using a 5’587-element mesh assigned to 19 individual percolated digital material sections.

Article Title: NITINOL MATERIAL PROPERTIES OF 11 COMMERCIAL PERIPHERAL STENTS DETERMINED USING INVERSE COMPUTATIONAL ANALYSIS
Article Snippet: The experimental stress-stretch data were then imported into Abaqus CAE, and its calibration module was used to determine the Nitinol material properties presented in and schematically illustrated in .

Article Title: Influence of fused deposition modeling parameters on the mechanical and thermal properties of 3D-printed PEEK dental endosseous implants
Article Snippet: FEA was performed using Abaqus CAE to evaluate the mechanical response of the dental implant under various loading conditions.

Article Title: Inverse design of stochastic, voxelated thermo-viscoelastic digital materials.
Article Snippet: The simulation is performed in Abaqus CAE, with runtimes ranging from 100 to 145 minutes for a 253’777-element mesh assigned to 28 individual percolated digital material sections.

Software:

Article Title: Effects of Soil Unloading and Grouting on the Horizontal Response of Monopiles
Article Snippet: Horizontally loaded monopiles have been widely applied in the foundations of cross-sea bridges and offshore wind turbines.. The soil unloading effect induced by borehole excavation significantly impairs the bearing capacity of nongrouted monopiles, whereas pile-side postgrouting can effectively alleviate this impairment.. In this study, a modified p–y model incorporating the coupling of soil unloading and pile-side postgrouting is established.

Modification:

Article Title: Effects of Soil Unloading and Grouting on the Horizontal Response of Monopiles
Article Snippet: Horizontally loaded monopiles have been widely applied in the foundations of cross-sea bridges and offshore wind turbines.. The soil unloading effect induced by borehole excavation significantly impairs the bearing capacity of nongrouted monopiles, whereas pile-side postgrouting can effectively alleviate this impairment.. In this study, a modified p–y model incorporating the coupling of soil unloading and pile-side postgrouting is established.



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