Shrinkage and Creep of Concrete on the Mechanical Properties of Cable-Stayed Bridge

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Abstract:

In this paper, using the universal finite element analysis software SAP2000 to build a large span cable-stayed bridge with finite element model, using a stepwise analysis finite element method to study the concrete shrinkage and creep efforts on the main beam inner force and deformation, cable tension during the cable-stayed bridge construction process and after the bridge. Research results show that the effects of shrinkage and creep in the finished bridge cannot be ignored, and the results can be used as reference for the design of similar projects.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1498-1503

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Online since:

November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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