three-dimensional (3d) finite element model (fem) program (Abaqus Inc)
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Abaqus Inc
three-dimensional (3d) finite element model (fem) program
Three Dimensional (3d) Finite Element Model (Fem) Program, 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/three-dimensional+finite+element+model+(fem)/3d+finite+element+model/pm40489789-136-34-32
Average 90 stars, based on 1 article reviews
Three Dimensional (3d) Finite Element Model (Fem) Program, 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/three-dimensional+finite+element+model+(fem)/3d+finite+element+model/pm40489789-136-34-32
Average 90 stars, based on 1 article reviews
three-dimensional (3d) finite element model (fem) program - by Bioz Stars,
2026-09
90/100 stars
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other:Article Title: Improving shear performance of regular web openings concrete beams using steel mesh reinforced strain hardening cementitious composites: An experimental and numerical study Article Snippet: The majority of studies focused on shear strengthening methods for single or double transversely opened reinforced concrete (RC) beams; however, no studies examined beams with multiple openings.. This study looked at the shear response of 10 RC beams with multiple openings that were strengthened with externally strainhardening cementitious composites (SHCC) and supplied with various layers of steel mesh fabric (SMF).. The square or circular shape of the openings, the use of internal stirrups, and the use of one, two, or three layers of SMFs to support the SHCC layer are investigated. Article Title: Insights into enhanced shear ductility and toughness of RC beam with fiber reinforced polymer-rubber support composite (FRP-RSC) strengthening system Article Snippet: The sudden rupture of externally wrapped fiber-reinforced polymer (FRP) strips is a prominent factor in the brittle failure of the reinforced concrete (RC) beams with FRP strengthening under shear load, imposing a potential threat to structural safety and human-being lives.. To address this issue, this study proposes the FRPrubber support composite (FRP-RSC) strengthening system that combines the brittle FRP with viscoelastic RSC.. The variable stiffness RSC placed between the bottom side of RC beam and FRP strips can effectively avoid the rupture of FRP and regulate the cooperative working ability of each shear component. Article Title: Utilization of strain-hardening cementitious composites to restore the efficiency of square RC columns after fire exposure Article Snippet: Reinforced concrete (RC) is well-recognized as a fire-resistant construction material.. Even though, severe fire exposure can change the physical and chemical properties of concrete and steel, causing some level of damage to RC structures.. As a practical solution to these problems, strain-hardening cementitious composites (SHCC) have been used in this study to repair the post-fire square RC columns. Article Title: Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps Article Snippet: The experimental records were compared to a three-dimensional (3D) non-linear finite element model (FEM) that was built using Article Title: Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps. Article Snippet: The experimental records were compared to a three-dimensional (3D) non-linear finite element model (FEM) that was built using Article Title: Ultra-Millisecond Flip-Chip Bonding Process via Intense Pulsed Light Irradiation. Article Snippet: In this study, an intense pulsed light (IPL) flip-chip bonding process was investigated to enhance the mechanical reliability of solder joints in flip-chip ball grid array (FC-BGA) packages.. The process was characterized by using in situ temperature and resistance monitoring systems to provide real-time data during bonding.. In addition, a numerical thermal transient simulation model was developed and validated by comparison with in situ monitoring results. Article Title: Investigating the Influence of Transverse Reinforcement Configuration on the Torsional Behavior of GFRP-Reinforced Concrete Beams: An Experimental and Numerical Analysis Article Snippet: The corrosion of steel reinforcements has instigated significant concerns regarding the long-term durability of reinforced concrete (RC) structures.. In harsh environments, steel reinforcements are susceptible to corrosion, leading to the progressive degradation and eventually failure of RC structures.. In recent years, the substitution of conventional steel reinforcements with fiberreinforced polymer (FRP) bars has gained notable attraction as a viable and promising solution. 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. |