Xingxing Huang

Prof. Dr. Xingxing Huang

Tsinghua University, Beijing, China
orcid

Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 July 2012 in Engineering Failure Analysis
Verified
Journal Article
Open access
EEEduard Egusquiza
Eduard Egusquiza
CVCarme Valero
Carme Valero
Xingxing HuangXingxing Huang
Xingxing Huang
EJEsteve Jou
Esteve Jou
Alfredo GuardoAlfredo Guardo
Alfredo Guardo
Cristian RodriguezCristian Rodriguez
Cristian Rodriguez

1 February 2016 in Mechanical Systems and Signal Processing
Verified
Journal Article
Open access
EEEduard Egusquiza
Eduard Egusquiza
CVCarme Valero
Carme Valero
Alexandre Presas BatlloAlexandre Presas Batllo
Alexandre Presas Batllo
Xingxing HuangXingxing Huang
Xingxing Huang
Alfredo GuardoAlfredo Guardo
Alfredo Guardo
USUlrich Seidel
Ulrich Seidel
This paper deals with the dynamic response of pump-turbine impellers. A pump-turbine impeller is a complex structure attached to a rotor and rotating inside a casing full of water with very small clearances between the rotating and the stationary parts. The dynamic response of this type of structures is very complex and it is very much affected by the connection to the rotor as well as by the added mass and boundary conditions. As a consequence its calculation presents several uncertainties.; First, the dynamic response of pump-turbine impellers is introduced. Second an experimental investigation in a real impeller attached to the rotor and inside the machine was carried out. For this investigation, the impeller of an existing pump-turbine unit with an installed power of 110 MW and a diameter of 2.87 m was studied. For a better analysis of the experimental results a numerical model using FEM was also built-up. Frequencies and mode-shapes were identified numerically and experimentally and the characteristics of the structural response analyzed.; To determine the influence of the rotor and supporting structures on the impeller response the results were compared with the ones obtained with the same impeller but suspended (non-connected to the rotor). Experimental and numerical simulation were also used for this case. The changes in the dynamic response due to the rotor connection were determined.; Finally the results obtained are compared with the results from other pump-turbine impellers of different designs and general conclusions about the dynamics of this type of structures are given. (C) 2015 Elsevier Ltd. All rights reserved.Postprint (author's final draft

1 March 2014 in IOP Conference Series: Earth and Environmental Science
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Conference Paper
Open access
Xingxing HuangXingxing Huang
Xingxing Huang
JCJ Chamberland-Lauzon
J Chamberland-Lauzon
COC Oram
C Oram
AKA Klopfer
A Klopfer
NRN Ruchonnet
N Ruchonnet

1 March 2014 in IOP Conference Series: Earth and Environmental Science
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Conference Paper
Open access
Xingxing HuangXingxing Huang
Xingxing Huang
COC Oram
C Oram
MSM Sick
M Sick

29 July 2022 in Energies
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Journal Article
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HYHaixia Yang
Haixia Yang
QHQilian He
Qilian He
Xingxing HuangXingxing Huang
Xingxing Huang
MYMengqi Yang
Mengqi Yang
HBHuili Bi
Huili Bi
Wang ZhengweiWang Zhengwei
Wang Zhengwei
In recent years, large-capacity, high-head pump–turbine units have been developed for pumped storage power plants to effectively utilise water energy and store large amounts of electricity. Compared with the traditional Francis turbine unit, the radial distance between the trailing edge of the guide vanes and the leading edge of runner blades of high-head pump–turbine unit is smaller, so the rotor–stator interaction and the corresponding pressure fluctuations in the vaneless space of pumped storage units are more intense. The pressure fluctuations with high amplitudes and high frequencies induced by rotor–stator interaction (RSI) become the main hydraulic excitation source for the structures of the unit and may cause violent vibration and fatigue damage to structural components, and seriously affect the safe operation of the units. In this paper, the RSI of a high-head pump–turbine in turbine mode of operation is studied in detail by means of site measurement and full three-dimensional unsteady simulations. The results of RSI-induced pressure fluctuations in turbine mode are analysed experimentally and numerically. The accuracy of the numerical calculations is verified by comparing with the measured results, and the variation law of RSI is deeply analysed. The results show that the pressure fluctuations in the vaneless space are affected by the wake of the guide vane, the rotating excitation of the runner, the low-frequency excitation of the draft tube, and the asymmetric characteristics of the incoming flow of the spiral case, and shows significant differences in spatial position. The findings of the investigation are an important and valuable reference for the design and safe operation of the pumped storage power station. It is recommended to design the runner with inclined inlets to reduce the amplitudes of RSI-induced pressure fluctuations and to avoid operating the pump–turbine units under partial load for long periods of time to reduce the risk of pressure fluctuation induced severe vibration on the structures.

4 February 2022 in Renewable Energy
Verified
Journal Article
Closed access
JCJingwei Cao
Jingwei Cao
YLYongyao Luo
Yongyao Luo
APAlexandre Presas
Alexandre Presas
SASoo-Hwang Ahn
Soo-Hwang Ahn
ZWZhengwei Wang
Zhengwei Wang
YLYan Liu
Yan Liu