Flexural Behavior Finite Element Analysis of CFRP Reinforced Concrete Bridge Deck with Corrosion and Salt Resistance

Ze Ying Yang; Jia You Liu; Yi Dong Zhang; Jian Bo Qu

doi:10.4028/www.scientific.net/AMR.1004-1005.1474

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1004-1005Flexural Behavior Finite Element Analysis of CFRP...

Flexural Behavior Finite Element Analysis of CFRP Reinforced Concrete Bridge Deck with Corrosion and Salt Resistance

Abstract:

By numerical simulation and contrasting with experimental conclusions, mechanical models in every loading stage of CFRP reinforced concrete bridge deck were established. The results showed that, numerical simulation results of non-prestressed bridge decks fitted corresponding test results well. The stiffness of prestressed structures had been greatly improved than non-prestressed structures, so the high strength performance of CFRP had been used more effectively.

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Periodical:

Advanced Materials Research (Volumes 1004-1005)

Pages:

1474-1477

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1004-1005.1474

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Online since:

August 2014

Authors:

Ze Ying Yang*, Jia You Liu, Yi Dong Zhang, Jian Bo Qu

Keywords:

CFRP Reinforced Bridge Deck, Corrosion and Salt Resistance, Flexural Behavior, Numerical Simulation

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References

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