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- W2374508763 abstract "This paper proposed a nonlinear analysis algorithm for calculating temperature stress of concrete structure of folded plate arch tunnel.Using this algorithm,a nonlinear analysis was performed on a 60m-length segment of Dushuhu tunnel in Suzhou based on in-situ material tests.The nonlinear effects resulted from concrete creep and the coupling action between concrete cracking and temperature stress were also considered.The in-situ measurements of concrete temperature variation and reinforced bar strain were obtained by the embedded sensors on the control sections of tunnel segments.The results of reinforced bar strain in the middle-span of a top-plate of the segments were computed based on the in-situ measurements of concrete temperature variation,and they agreed well with the testing ones.This case study indicates that the nonlinear analysis of concrete structure of folded plate arch tunnel under the indirect loads,such as temperature variation,shrinkage and creep,can be performed to obtain their stress and deformation states,which will approach closer to the real mechanical states of the structure." @default.
- W2374508763 created "2016-06-24" @default.
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- W2374508763 date "2013-01-01" @default.
- W2374508763 modified "2023-09-25" @default.
- W2374508763 title "Nonlinear Analysis on Temperature Stress of Concrete Structures of Folded Plate Arch Tunnel" @default.
- W2374508763 hasPublicationYear "2013" @default.
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