3d numerical calculation model (Abaqus Inc)
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3d Numerical Calculation 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/3d+numerical+model/3d+model/10__1016_slash_j__engfailanal__2026__110808-128-2-9
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other:Article Title: Dynamic response and damage mechanism of reinforced concrete beam bridges under rockfall impacts. Article Snippet: This paper centers on a circular high-pier simply supported box girder bridge, for which a comprehensive Article Title: Stability analysis of deep and large vertical shaft excavation by raise boring machine method through upper soft and lower hard strata. Article Snippet: Figure 3 shows the Article Title: Effect mechanism of low-velocity impact loading rate on the failure modes transition of steel-UHPC-steel composite plates Article Snippet: This study delved into the transition mechanism of loading rate on the failure mode transition in steel-ultra-high performance concrete-steel (SUHPCS) composite plates under concentrated low-velocity impact loads.. A series of drop-weight tests elucidated that, as impact velocity escalated, the composite plate shifts from local punching failure, characterized by circumferential cracks, to overall flexural failure, marked by radial cracks resembling yield lines.. Given the constraints in capturing strain data in drop-weight test, a 3D nonlinear structural analysis using Abaqus software was conducted. Article Title: Innovative prognostic methodology for pipe defect detection leveraging acoustic emissions analysis and computational modeling integration Article Snippet: Within the Article Title: Analysis of shear behavior of RC beams strengthened using carbon fiber-reinforced polymer rubber support composites (CFRP-RSC) system under different shear span to depth ratios Article Snippet: Although strengthening with fiber-reinforced polymers (FRP) sheets significantly improves the capacity of reinforced concrete (RC) structures and effectively delays the initiation of cracks, it still faces challenges related to failure patterns, which prevent the utilization of the full strength of these sheets.. In FRP-shear strengthened RC beams, FRP sheets intersecting with larger cracks will debond first from the surface of the RC beam due to concentrated shear stress, causing a sudden drop in the applied load.. The current study experimentally and numerically investigates the efficiency of combining carbon fiber-reinforced polymers (CFRP) with rubber support composites (RSC) to create a strengthening system called CFRP-RSC. Article Title: Shaking Table Test of a Large‐Scale Shield Tunnel Based on an Innovative Loading Device: Theory and Validation Article Snippet: The current centrifuge and shaking table test for a shield tunnel is constrained by the equipment available, leading to a low similarity ratio between the test model and an inconsistent relationship between the soil and structure.. Hence, the design of a steel frame, composed of steel plates and springs, has been proposed as an innovative loading device for performing shaking table experiments on large-scale shield tunnels.. The proposed loading device, inspired by the response displacement method, incorporates the steel frame to provide support for the tunnel model and transfer the seismic loading from the shaking table, while the springs serve as a representation of the soil-tunnel interaction. Article Title: Stability analysis of deep and large vertical shaft excavation by raise boring machine method through upper soft and lower hard strata Article Snippet: Figure shows the Adhesive:Article Title: Failure analysis and size optimization of CFRP composite single-lap bonded joints based on the influence of multiple parameters Article Snippet: .. Metehri developed a |
