Nonlinear Finite Element Analysis of the Bearing Capacity of a New Type of Column under Axial Load
2011 ◽
Vol 255-260
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pp. 45-48
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Keyword(s):
Based on experimental research, the bearing performance of the new column (steel tube-reinforced concrete composite columns combination strengthened with angle steel and CFRP) has been studied in detail by finite element method. A finite element model is established based on a series of assumption. The load-displacement curves are obtained. The influence of steel ratio and thickness of CFRP layers to the bearing capacity is analyzed too. The result shows that both the steel ratio and the thickness of CFRP layers have great contribution to the axial load capacity. The finite element analysis results and theoretical analysis which are in good agreement show that simulation results are generally right.
2012 ◽
Vol 193-194
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pp. 1461-1464
2011 ◽
Vol 311-313
◽
pp. 1889-1893
2014 ◽
Vol 578-579
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pp. 278-281
2014 ◽
Vol 578-579
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pp. 695-698
2014 ◽
Vol 578-579
◽
pp. 269-273
2014 ◽
Vol 525
◽
pp. 568-572
2012 ◽
Vol 588-589
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pp. 212-216
2010 ◽
Vol 163-167
◽
pp. 670-675
Keyword(s):
2011 ◽
Vol 255-260
◽
pp. 619-623