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Arun Kamath

University of Cincinnati

27H指数
131论文数
2.0K被引数
收录论文 14
发表时间
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Lightweight Copper-Carbon Nanotube Core-Shell Composite Fiber for Power Cable Application
errC-JOURNAL OF CARBON RESEARCH
IF2.9
err2023-04-24
err4
errOAAI
errJoseph, Kavitha Mulackampilly; Brittingham, Kyle; Kondapalli, Vamsi Krishna Reddy; Khosravifar, Mahnoosh; Raut, Ayush Arun; Karsten, Brett David; Kasparian, Hunter J.; Phan, Nhat; Kamath, Arun; Almansour, Amjad S.; Lizcano, Maricela; Santiago, Diana; Mast, David; Shanov, Vesselin
err分享
err收藏
Numerical Modelling of an Innovative Conical Pile Head Breakwater创新的锥形桩头防波堤的数值模拟
errWATER
IF3
err2022-12-14
err3
errOAAI
errSathyanarayana, Arunakumar Hunasanahally; Suvarna, Praveen S.; Umesh, Pruthviraj; Shirlal, Kiran G.; Bihs, Hans; Kamath, Arun
err分享
err收藏
Large eddy simulation of focused breaking waves with different wave steepness
errOCEAN MODELLING
IF2.9
err2022-11-01
err13
errOAAI
errCui, Ting; He, Guanghua; Jiang, Meirong; Wang, Weizhi; Yuan, Lihao; Han, Duanfeng; Kamath, Arun; Bihs, Hans
err分享
err收藏
A flexible fully nonlinear potential flow model for wave propagation over the complex topography of the Norwegian coast
errAPPLIED OCEAN RESEARCH
IF4.4
err2022-05-01
err21
errOAAI
errWang, Weizhi; Pakozdi, Csaba; Kamath, Arun; Fouques, Sebastien; Bihs, Hans
err分享
err收藏
Application of Arbitrary Lagrangian-Eulerian strips with fully nonlinear wave kinematics for force estimation具有完全非线性波运动学的任意拉格朗日-欧拉条带在力估计中的应用
errMARINE STRUCTURES
IF5.1
err2022-05-01
err7
errOAAI
errPakozdi, Csaba; Kamath, Arun; Wang, Weizhi; Bihs, Hans
err分享
err收藏
A fully nonlinear potential flow wave modelling procedure for simulations of offshore sea states with various wave breaking scenarios一种完全非线性的势流波建模程序，用于模拟具有各种波浪破碎场景的近海海况
errAPPLIED OCEAN RESEARCH
IF4.4
err2021-12-01
err15
errOAAI
errWang, Weizhi; Pakozdi, Csaba; Kamath, Arun; Bihs, Hans
err分享
err收藏
A Lagrangian approach for the coupled simulation of fixed net structures in a Eulerian fluid model欧拉流体模型中固定网结构耦合模拟的拉格朗日方法
errJOURNAL OF FLUIDS AND STRUCTURES
IF3.5
err2020-04-01
err54
errOAAI
errMartin, Tobias; Kamath, Arun; Bihs, Hans
err分享
err收藏
Numerical modeling of breaking wave induced seawall scour
errCOASTAL ENGINEERING
IF4.5
err2019-08-01
err29
errOAAI
errAhmad, Nadeem; Bihs, Hans; Myrhaug, Dag; Kamath, Arun; Arntsen, Oivind A.
err分享
err收藏
Numerical modelling of pipeline scour under the combined action of waves and current with free-surface capturing
errCOASTAL ENGINEERING
IF4.5
err2019-06-01
err39
errOAAI
errAhmad, Nadeem; Bihs, Hans; Myrhaug, Dag; Kamath, Arun; Arntsen, Oivind A.
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err收藏
Investigation of Free Surface Turbulence Damping in RANS Simulations for Complex Free Surface Flows复杂自由表面流动的RANS模拟中自由表面湍流阻尼的研究
errWATER
IF3
err2019-03-04
err41
errOAAI
errKamath, Arun; Fleit, Gabor; Bihs, Hans
err分享
err收藏
Three-dimensional numerical modelling of wave-induced scour around piles in a side-by-side arrangement
errCOASTAL ENGINEERING
IF4.5
err2018-08-01
err53
errOAAI
errAhmad, Nadeem; Bihs, Hans; Myrhaug, Dag; Kamath, Arun; Arntsen, Oivind A.
err分享
err收藏
Energy transfer due to shoaling and decomposition of breaking and non-breaking waves over a submerged bar由于淹没的钢筋上的破裂和非破裂波的浅滩和分解而引起的能量转移
errENGINEERING APPLICATIONS OF COMPUTATIONAL FLUID MECHANICS
IF5.4
err2017-04-20
err30
errOAAI
errKamath, Arun; Chella, Mayilvahanan Alagan; Bihs, Hans; Arntsen, Oivind A.
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err收藏
Numerical simulation of free-surface waves past two semi-submerged horizontal circular cylinders in tandem串联通过两个半淹没水平圆柱体的自由表面波的数值模拟
errMARINE STRUCTURES
IF5.1
err2017-03-01
err42
errOAAI
errOng, Muk Chen; Kamath, Arun; Bihs, Hans; Afzal, Mohammad Saud
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Evaluating wave forces on groups of three and nine cylinders using a 3D numerical wave tank使用3D数值波浪罐评估三个和九个圆柱体的波浪力
errENGINEERING APPLICATIONS OF COMPUTATIONAL FLUID MECHANICS
IF5.4
err2015-07-03
err35
errOAAI
errKamath, Arun; Chella, Mayilvahanan Alagan; Bihs, Hans; Arntsen, Oivind A.
err分享
err收藏

研究方向

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合作学者
合作期刊
V
Vesselin Shanov
H 指数: 45 · 论文数: 264
D
Dag Myrhaug
H 指数: 34 · 论文数: 315
H
Hans Bihs
H 指数: 34 · 论文数: 251
M
Muk Chen Ong
H 指数: 33 · 论文数: 365
D
David Mast
H 指数: 29 · 论文数: 142
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