Experimental Study on Shear of Reinforced Concrete Beams with High Strength Rebars as Stirrups under Different Shear Span Ratios
2014 ◽
Vol 578-579
◽
pp. 164-167
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Keyword(s):
To investigate the influence of shear span ratio for the shear behavior of reinforced concrete beam with HRBF500 high strength rebars as stirrups, an experiment was carried out, which included 8 simply supported beams with HRBF500 rebars as stirrups. Under concentrated loads, the crack, deflection, strain of rebars, bearing capacity and failure mode are observed under different shear span ratios. Some comparisons are made between test results and calculated outcome. It shows that the shear span ratio has very important influent on the shear behavior of reinforced concrete beam with HRBF500 high strength bars as stirrups. Formula in code for design of concrete structures can be used to calculate its shear capacity with enough safety.
2014 ◽
Vol 584-586
◽
pp. 899-903
2013 ◽
Vol 798-799
◽
pp. 374-377
2014 ◽
Vol 507
◽
pp. 306-310
◽
2011 ◽
Vol 368-373
◽
pp. 108-113
2014 ◽
Vol 1004-1005
◽
pp. 1439-1443
2016 ◽
Vol 10
(4)
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pp. 407-424
◽
Keyword(s):
2018 ◽
Vol 21
(13)
◽
pp. 1977-1989
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2012 ◽
Vol 214
◽
pp. 306-310