3d solid finite element (fe) model (Abaqus Inc)
90
Structured Review
Abaqus Inc
3d solid finite element (fe) model
3d Solid Finite Element (Fe) Model, 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/3d+solid+finite+element+(fe)+model/3d+finite+element+model/10__1080_slash_13632469__2024__2435498-0-4-12
Average 90 stars, based on 1 article reviews
3d Solid Finite Element (Fe) Model, 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/3d+solid+finite+element+(fe)+model/3d+finite+element+model/10__1080_slash_13632469__2024__2435498-0-4-12
Average 90 stars, based on 1 article reviews
3d solid finite element (fe) model - by Bioz Stars,
2026-09
90/100 stars
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other:Article Title: Seismic performance of graded energy dissipation damper for shield tunnel with variable mode Article Snippet: A modal variable graded energy dissipation damper (GEDD) is proposed to solve the single energy dissipation scale and serious stiffness degradation of shield tunnel lining.. The hysteretic model of GEDD is derived and established, presenting the fundamental design principle of GEDD and the subsequent design of parameters for its main energy dissipation unit.. A fine 3D solid finite element (FE) model of GEDD, along with the tunnel joint equipped with GEDD, is constructed and subjected to seismic performance assessment. Article Title: Quasi-Static Finite Element Analysis and Damage Quantitative Evaluation of Special-Shaped Concrete-Filled Steel Tubular Column Composite Frame Structure Article Snippet: Based on the elaborate 3D solid finite element (FE) model established by ABAQUS software, a pseudo-static analysis was conducted on a specialshaped concrete-filled steel tubular column composite frame structure.. The FE model considers the confinement effect of both the steel tubes and the tensile bars exerting on the core concrete.. The results of the numerical analysis concerning failure modes, load-displacement hysteretic curves, load-displacement skeleton curves and stiffness degradationdisplacement curves demonstrate a strong correlation with the existing quasi-static test data. |