Experimental Research on Behavior of Axially Square CFRP Steel Tubular Confined Recycled Aggregate Concrete Long Columns
2015 ◽
Vol 744-746
◽
pp. 93-95
Keyword(s):
Seven axially square CFRP steel tubular confined recycled aggregate concrete long columns were experimentally investigated to study their static behavior. The influence of the slenderness ratio, recycled coarse aggregate replacement ratio, layers of CFRP jackets effect on the performance of axial compression. The test results show that the higher the recycled coarse aggregate content and the slenderness ratio, the greater the specimen ultimate bearing capacity is smaller, and the more the layers of CFRP jackets, the greater the specimen ultimate bearing capacity.
2020 ◽
Vol 5
(6)
◽
pp. 1409-1419
2013 ◽
Vol 377
◽
pp. 99-103
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2018 ◽
Vol 21
(15)
◽
pp. 2299-2310
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2016 ◽
Vol 20
(9)
◽
pp. 1340-1356
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2011 ◽
Vol 477
◽
pp. 280-289
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2017 ◽
Vol 151
◽
pp. 52-62
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Experimental Research on Mechanical Properties of Recycled Aggregate Concrete under Uniaxial Loading
2013 ◽
Vol 671-674
◽
pp. 1736-1740