Stress Analysis of Tubular Turbine Based on Fluid-Structure Coupling

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A brief introduction of fluid-structure coupling and its classification were given, then according to the solving characteristics and application conditions of different coupling methods; sequential coupling method is chosen to calculate the stress distribution of a tide power plant tubular turbine. Stress calculations of the tubular turbine were conducted under the maximum water head, the designed water head, the average water head and the minimum water head working conditions in ANSYS Workbench. The research shows that in all of the four calculated working conditions, the maximum equivalent stress of the runner is located at the connection between the blades and the hub where stress concentration is obvious; the maximum deformation of the runner lies in the outer edge of the blades and the deformation increases from the root to the outer edge; the maximum equivalent stress of the guide vane is located at the root and the maximum deformation lies in the outer edge. The maximum value of maximum equivalent stress of the runner and the guide vane occurs on the maximum water head working condition, whereas it is far less than the material yield limit, which means that static stress will not lead to the cracks of the blade or the guide vane. But it is still necessary to avoid stress concentration appearing periodically in case it causes fatigue failure.

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1261-1265

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July 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xuewei, Chen Shaoyun. Study on Blade Cracks of Hydraulic Turbine Runner and Preventing Methods [J]. Large Electric Machine and Hydraulic Turbine, 2002, (5): 42-45.

Google Scholar

[2] Wu Tongfneg, Huang wen, Mao Hanlin. The Finite Element Calculation and Analysis of Cracks on the Vanes of Mixed-flow Hydraulic Turbine [J]. Journal of Guangxi Academy of Sciences, 1999, (3): 129-131.

Google Scholar

[3] Liang Quanwei, Wang Zhengwei. Strength and vibration analysis of a Francis turbine [J]. Journal of Tsinghua University (Science and Technology), 2003, 43(12): 1649-1652.

Google Scholar

[4] Liang Quanwei, Wang Zhengwe, Fang Yuan. Modal analysis of Francis turbine with considering FSI [J]. Journal of Hydroelectric Engineering,2004, 23(3): 116-119.

Google Scholar

[5] Li Jianfeng, Liu Xiaobing, Wang Hongwei, etc. ADINA-based Fluid-structure Interaction Analysis of Francis Turbine [J]. Water Power, 2010, 36(4): 67-69.

Google Scholar

[6] Song Xueguan, Cai Lin, Zhang Hua. ANSYS fluid-structure interaction analysis and engineering examples [M]. Beijing: China WaterPower Press,(2012).

Google Scholar

[7] Q.W. Liang a, C.G. Rodrı'guez a, E. Egusquiza etal. Numerical simulation of fluid added mass effect on a francis turbine runner [J]. Computers & Fluids, 2007, 36(6): 11061-118.

DOI: 10.1016/j.compfluid.2006.08.007

Google Scholar

[8] Peng Guangjie, Wang Zhengwei, Yan Zongguo etal. Strength analysis of a large centrifugal dredge pump case [J]. Engineering Failure Analysis, 2009, 16(1): 321-328.

DOI: 10.1016/j.engfailanal.2008.05.015

Google Scholar