Analysis on the Deflection of Cantilever Construction Based on Viscoelasticity

Long Fan Peng; Zhi Da Li

doi:10.4028/www.scientific.net/AMR.1030-1032.1078

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032Analysis on the Deflection of Cantilever...

Analysis on the Deflection of Cantilever Construction Based on Viscoelasticity

Abstract:

The creep of concrete in the construction process of deformation influential, especially in the cantilever pouring construction, short age of concrete, creep effect more apparent. Meaning for cantilever construction of Bridges, creep analysis must be properly considered section at different time of loading values and the concrete ages of different segments. In this paper, based on the viscoelastic problem of cantilever construction of concrete creep analysis method, analyzes the deflection of cantilever construction process of a rigid-frame bridge, and compared with the actual measured value.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

1078-1081

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.1078

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Online since:

September 2014

Authors:

Long Fan Peng*, Zhi Da Li

Keywords:

Cantilever Construction, Creep, Deflection, Viscoelasticity

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References

[1] Neville A.M., Dilger, WH., and Brooks J.J. Creep of Plain and Structural Concrete. London&New york, (1983).

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[2] Bazant,Z. P and Wu,S.T. Rate-Type Creep Law of Aging Concrete Based on Maxwell chain. Mater Constr Mater Struct, 1974, 7(37).

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[3] Bazant,Z. P and Wu,S.T. Diriehlet series creep function for aging concrete. Joumal of Engineering Mechnaics Division, ASCE, VOI. 99, No. EMZ, April, 1973: 367～387.

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