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- W2393985909 abstract "To the long-span rigid frame curved bridge with high piers, the combination action of reinforce steel with concrete and the nonlinear influence of constitutive relation of confined concrete were analyzed with the finite element method and model test. The regularity of the strain, the stability and bearing capacity of high piers was revealed.The stability load is increased 30% when considering the action of combination reinforce steel with concrete. The ultimate bearing capacity is increased 13% when considering confined concrete. The key factors that affect the bearing capacity and the stability load are concrete and reinforcing steel bar. 4 tabs, 7 figs, 8 refs." @default.
- W2393985909 created "2016-06-24" @default.
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- W2393985909 date "2005-01-01" @default.
- W2393985909 modified "2023-09-23" @default.
- W2393985909 title "Nonlinear stability and model test of reinforce concrete for high piers" @default.
- W2393985909 hasPublicationYear "2005" @default.
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