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YuanTong Gu

Researcher at Queensland University of Technology

Publications -  597
Citations -  15277

YuanTong Gu is an academic researcher from Queensland University of Technology. The author has contributed to research in topics: Finite element method & Meshfree methods. The author has an hindex of 52, co-authored 550 publications receiving 12583 citations. Previous affiliations of YuanTong Gu include Nanjing Medical University & National University of Singapore.

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Fluid–structure interaction analysis by coupled FE–SPH model based on a novel searching algorithm

TL;DR: In this paper, a Striped Point-In-Box (S-PIB) algorithm is proposed to overcome the shortcoming of PIB algorithm that caused by points distribution, and the two timeconsuming steps of neighbor searching and contact searching are integrated into one searching step.
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A meshfree weak-strong (MWS) form method for time dependent problems

TL;DR: In this paper, a mesh free weak-strong (MWS) form method is proposed for time dependent problems, which is based on a combination of both the strong form and the local weak form.
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Application of meshless local petrov-galerkin (mlpg) approach to simulation of incompressible flow

TL;DR: In this article, the meshless local Petrov-Galerkin (MLPG) method is used with some modifications to simulate the incompressible flow within an irregular domain with scattered nodal distribution.
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Comparison of the effectiveness of analytical wake models for wind farm with constant and variable hub heights

TL;DR: In this paper, the effectiveness of three different analytical wake models (PARK model, Larsen model and B-P model) is thoroughly compared over a wide range of wake properties, and the results show that when using the PARK model the surface roughness value (z0) must be carefully tuned to achieve good performance in predicting wind farm power production.
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Comparisons of two meshfree local point interpolation methods for structural analyses

TL;DR: The local point interpolation method (LPIM) and the local radial point interpolations method (LR-PIM) as mentioned in this paper were proposed for structural analyses of 2D elasto-dynamic problems and 1-D Timoshenko beam problems.