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Abaqus Inc finite element mesh
Finite Element Mesh, 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/finite+element+mesh/element+mesh/10__3390_slash_buildings15244448-59-18-22
Average 86 stars, based on 1 article reviews
finite element mesh - by Bioz Stars, 2026-09
86/100 stars

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Article Title: Numerical Insights into Tunnel Excavation Effects on Pile-Supported Embankment in Soft Clay: A Comparison Between Consolidated and Unconsolidated Conditions
Article Snippet: For each simulation scenario, the three-dimensional geometry of the pile-supported embankment, as described previously, was discretized into a finite element mesh using Abaqus.

Article Title: Viscoelastic Kirchhoff–Love shells at finite strains: constitutive modeling and mixed low-regularity finite elements
Article Snippet: Note that the finite element mesh of Abaqus includes four layers of second-order hexahedral elements through the thickness, resulting in 738427 degrees of freedom.

Article Title: Piled-supported embankment responses to tunnelling in soft ground: An investigation of settlement and load transfer mechanisms
Article Snippet: The escalation in infrastructure such as highways and high-speed railways has necessitated construction on soft and compressible ground, prompting the adoption of innovative solutions like piled-supported embankments.. With the surge in tunnelling for transportations projects, the necessity of constructing tunnels in close proximity to piled embankments has become apparent.. This study examines into settlement and load transfer mechanisms in piled-embankments affected by tunnel excavation at varying depths relative to pile lengths, employing a hypoplastic model to capture the nonlinear behaviour of soft soil.

Article Title: Reduction of material groups for vertebral bone finite element simulation: cross comparison of grouping methods.
Article Snippet: After grouping and assigning materials to the finite element mesh, they were imported to the Abaqus CAE environment for analysis.

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Article Title: Experimental and Numerical Investigation of Strip Footing Behavior on Sand with a Weak Layer of Varying Thicknesses and Overburden Loads
Article Snippet: The behavior of strip footings under varying soil conditions is a crucial research area in foundation engineering.. In this study, the effect of weak layers on the bearing capacity of strip footings resting on a layered soil mass was investigated through small-scale model tests.. The experimental program consisted of laboratory tests performed on a rigid strip footing situated on a sand mass foundation.

Article Title: Modeling the Present-Day In-Situ Stress Field in a Geo-Energy Reservoir for Geomechanical Dilation-Enhanced Thermal Recovery
Article Snippet: During thermal steam stimulation in the unconsolidated oilsands reservoir, fractures are often created to enhance injectivity.. This process involves pressurizing and heating the reservoir, leading to changes in stress.. The current understanding of the in-situ stress fields in mature oilsands reservoirs post thermal stimulation is limited, and the impact on ongoing reservoir stimulations is uncertain.



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