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Stress-strain model study of ferrous tailing concrete short column restraint by hooping
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Civil Engineering College, Tangshan University, Tangshan, China
 
 
Corresponding author
Sujuan Li   

Civil Engineering College, Tangshan University, Tangshan, Hebei 063000, China
 
 
Mining Science 2019;26:241-248
 
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ABSTRACT
This paper talked about stress-strain curve of stirrup restraint ferrous tailing concrete by test and theoretical analysis. Twenty short column of 5 strength grade are contained in the test with WC30, WC35, WC40, WC45 and WC50. And the stress-strain data was achieved after the axial compression behavior test. Through the stress-strain curve, it can be found that the stress-strain relationship is similar with natural sand concrete. At the same time, it was put forward the whole stress-strain curve equation of stirrup restraint ferrous tailing concrete. The calculation results showed that the data calculating by the eqution this paper are in good agreement with the experimental data.
 
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ISSN:2300-9586
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