Numerical Analysis of Prestressed Steel Box Beams

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Abstract:

The prestressed steel beam is regarded as a composite system of beam and cables, and the interaction of the two parts is fully considered. The variational method is used to derive the equations for calculating the tension increment of external cables and deflection of steel beam under applied loadings. A model test of prestressed steel beam is used to verify the calculation results.

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Periodical:

Advanced Materials Research (Volumes 163-167)

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862-865

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Online since:

December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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