Analysis of retaining walls along the Beas River’s meandering curve

Yadav, Himanshu; Roy, Amrit Kumar; Kumar, Anoop; Chauhan, Nitin; Kumar, Vijay

doi:10.1016/j.istruc.2023.05.035

Cited by 6 publications

(2 citation statements)

References 5 publications

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“…The first kind provides a thorough summary of the flow characteristics across the entire domain. The second type allows for a more in-depth investigation close to the surfaces of the tall structures by inflating 15 layers surrounding the model (Yadav et al, 2023).For result interpretation, ANSYS employs a power law technique in the setup and solution processes. By using a mathematical connection that takes into consideration the nonlinear behavior of the flow variables, this method makes it easier to comprehend and analyze the results of the simulation.…”

Section: The Standard K -ɛ Modelmentioning

confidence: 99%

The Influence of Interactions Between Two High-Rise Buildings on the Wind-Induced Moment

Yadav

Roy

Kumar

2023

Preprint

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The purpose of the study was to explore the interference effects on the wind-induced moment caused by two nearby high-rise structures. In order to use computational fluid dynamics (CFD), a stiff full-scale model of the buildings was created. Numerous wind incidence angles and two alternative model cross sections were used in the investigation. Additionally, it was looked at how building heights and aspect ratios affected interference effects. The findings showed that when there was a close proximity between the structures, the interference effects on the wind-induced moment were most noticeable. The study also showed that interference effects were more evident for structures with greater aspect ratios. The degree of interference effects was also greatly influenced by the angle of wind incidence, with perpendicular wind directions having the greatest effects. These results underline how crucial it is to carefully examine the positioning and orientation of high-rise structures when making wind-induced moment designs. To ensure structural stability and reduce potential negative impacts from interference, designers and engineers should consider the proximity of neighboring structures, the aspect ratios of the buildings, and the angle at which the wind strikes the buildings. In wind-prone places, high-rise buildings' safety and performance can be greatly improved by include such factors in the design process.

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Section: The Standard K -ɛ Modelmentioning

confidence: 99%

The Influence of Interactions Between Two High-Rise Buildings on the Wind-Induced Moment

Yadav

Roy

Kumar

2023

Preprint

Self Cite

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“…The CFD approach is also taken into consideration while determining the uid ow analysis with structures. By using incompressible Navier-stokes equations for uid ow, uid ow problems are solved (Ha and Choi 2020) (Yadav et al 2023). CFD is a combined term of physics, mathematics, and computational software analysis.…”

Section: Introductionmentioning

confidence: 99%

Assessment of Fluttering Derivatives of Bridge Deck Using CFD Simulation

Chauhan,

Roy,

Yadav

2023

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In this paper, the dynamic analysis of wind effects on the bridge deck section is determined with the help of CFD simulation. As the wind tunnel testing approach is high-priced and time-consuming, there is a need for an alternative approach. The investigation on the bridge deck is carried out using ANSYS software. In this bridge deck design, with the help of numerical models like Fluid-Structure Interaction (FSI) to find flutter derivatives of the piece of the bridge deck. The forces, moments, and coefficients are calculated using different wind speeds. For this steady and unsteady procedures have been taken. For calculations of mean force coefficients, the K-ω SST turbulence models are taken into consideration. The bridge deck section’s flutter derivatives require spatial histories, stable simulations, and static aerodynamic coefficients. With the help of ICEM CFD, the meshing of the deck is carried out. In this, the dynamic behavior of wind all over the section of the bridge deck is investigated with different wind speeds.

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