3d nonlinear finite element fe model (Abaqus Inc)
86
Structured Review
Abaqus Inc
3d nonlinear finite element fe model
3d Nonlinear Finite Element Fe Model, 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/nonlinear+finite+element+(fe)+models/abaqus+element+finite+software/pmc12630811-282-8-16
Average 86 stars, based on 1 article reviews
3d Nonlinear Finite Element Fe Model, 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/nonlinear+finite+element+(fe)+models/abaqus+element+finite+software/pmc12630811-282-8-16
Average 86 stars, based on 1 article reviews
3d nonlinear finite element fe model - by Bioz Stars,
2026-09
86/100 stars
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other:Article Title: Imaging of debonds in a FRP strengthened concrete beam using linear and nonlinear features of surface guided waves generated by a wedge transducer. Article Snippet: In fiber-reinforced polymer (FRP) systems, debonding is the most common failure mode that emphasizes importance of timely detection and assessment of debonded areas to ensure structural integrity.. In this study, a novel debond imaging algorithm is proposed that utilizes nonlinear features of surface guided waves generated by a movable contact type wedge transducer.. The technique employs a newly developed damage index (DI) based on higher and combined harmonic peaks (HCHP) along with Convex Hull algorithm for localization and sizing of debonds. Article Title: Numerical investigation and design of cold-formed steel built-up section beam-column members under moment gradients Article Snippet: This paper presents the numerical investigation and design of cold-formed steel (CFS) built-up section beamcolumn members experiencing non-uniform minor axis bending.. Detailed considerations of material nonlinearity and initial imperfections were involved in developing finite element models of the thin-walled built-up section members undergoing eccentric compression.. The finite element models calibrated against the existing experimental results were then employed for a parametric study. |