Structural Shear Behavior of Composite Box Beams Using Advanced Innovated Materials
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This paper presents a new conception of shear behaviour of box concrete beams reinforced by composite fabrics. For this purpose, stirrups, wire meshes as shear reinforcement were used. Seven box section concrete beams were tested using two-point loading system. Beams with tensar wire mesh exhibited increasing in ultimate failure load, shear capacity and deflection with respect to beams used fiber-glass wire mesh instead of stirrups. Nonlinear finite element analysis was conducted using finite element program of ANSYS 14.5 to verify the experimental test program. An acceptable acceptance found between the experimental and numerical results.
2014 ◽
Vol 501-504
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pp. 731-735
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2013 ◽
Vol 139
(9)
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pp. 1600-1607
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2013 ◽
Vol 351-352
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pp. 1034-1037
2012 ◽
Vol 256-259
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pp. 2019-2023
2011 ◽
Vol 225-226
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pp. 823-826
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2017 ◽
Vol 24
(3)
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pp. 415-422
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2003 ◽
Vol 125
(4)
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pp. 393-402
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2012 ◽
Vol 594-597
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pp. 2723-2726