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Abstract：
In order to study the influence of non-prestressed steel tendons of the flexural strength of prestressed concrete beams with bonded FRP tendons, this paper defines the failure modes, presents the equations for flexural strength, recommends the strength reduction factors, and the calculated results by the proposed method are calibrated with test data. Finally suggestions for FRP prestressed concrete beam design are proposed.
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Source ：
Journal of Beijing University of Technology
ISSN： 0254-0037
Year： 2009
Issue： 7
Volume： 35
Page： 915-920
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 6
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