A Sensitivity Study of Structure Behavior of Strengthened Beams for Buried High-Pressure Steel Bifurcation
2011 ◽
Vol 413
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pp. 133-137
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Keyword(s):
As one of the key structures of hydropower underground projects, buried high-pressure steel bifurcations have complex structures and undefined force states. Based on practical condition of the buried high-pressure steel bifurcation of Sandaowan Hydropower Station, a nonlinear three-dimensional finite element model with parametric design language is established to analyze the changing law of the stress of the lining affected by the dimension of the strengthened beams. It is proposed that to increase the height of the strengthened beams can be reduce the phenomenon of stress concentration effectively in the bifurcation, which can be served as a theory reference for the engineering design and construction.
2013 ◽
Vol 405-408
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pp. 1139-1143
2015 ◽
Vol 733
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pp. 472-477
2021 ◽
Vol 1137
(1)
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pp. 012054
2004 ◽
Vol 37
(3)
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pp. 383-390
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2010 ◽
Vol 48
(12)
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pp. 1223-1231
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2013 ◽
Vol 336-338
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pp. 760-763
2021 ◽
Vol 150
(5)
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pp. 4018-4030