Axial Bearing Capacity of Circular Steel Pipes with Random Pitting Corrosion
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1.School of Civil Engineering, Southeast University, Nanjing 211189, China;2.School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China

Clc Number:

TU391

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    Abstract:

    In view of the effect of random pitting corrosion on axial bearing capacity of circular steel pipes, the changing rule of bearing capacity was revealed along with the mass loss ratio. A reduction factor was introduced to investigate the effect of corrosion thickness, pitting size, steel grade and wall thickness of steel pipes. The analytical formula for predicting the reduction factor was proposed. This formula can exactly predict the reduction factor of corroded steel pipes which is affected by random pitting corrosion.

    Fig.1 Shapes of corrosion pit
    Fig.2 Numerical model of steel pipe with random pitting corrosion
    Fig.3 Schematic diagram of test specimens(unit:mm)
    Fig.4 Photo of test specimens
    Fig.5 Test results
    Fig.6 Failure mode
    Fig.7 Curves of Rc‒χ corresponding to uniform corrosion
    Fig.8 Comparison between analytical and FE results
    Fig.9 Curves of Rc‒χ corresponding to random corrosion
    Fig.10 Effect of Wc on Rc‒χ curves
    Fig.11 Effect of fy on Rc‒χ curves
    Fig.12 Effect of D/t on Rc‒χ curves
    Fig.13 Failure of thin-walled steel pipe (t=1 mm)
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ZHAO Zhongwei, ZHANG Hongwei, WU Gang. Axial Bearing Capacity of Circular Steel Pipes with Random Pitting Corrosion[J].同济大学学报(自然科学版),2021,49(2):188~194

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History
  • Received:June 23,2020
  • Online: March 18,2021
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