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Entity Analysis of Shear Lag about Grooved Beam
Abstract:
We establish the entity model of groove beams in Midas FEA. Then we compare and analysis the shear lag effect of prestressed reinforcement caused in different locations. It can provide some suggestions for prestressed rib of groove beams. The result shows that when the prestressed steel beam is located in the middle of small beam, the effect of shear lag is maximum and the shear lag effects of prestressed in two ends are similar, Prestressed reinforcement can be arrangement refer to the results.
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533-535
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Online since:
August 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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