A Numerical Study on Flexure Performance of Enhanced Spun RC Pile with Reinforced Joint 


Vol. 33,  No. 5, pp. 70-77, Oct.  2018
10.14346/JKOSOS.2018.33.5.70


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  Abstract

In this study, the reinforced methods of joints were proposed to improve the structural performance of the enhanced spun reinforced concrete piles with joints. To verify the proposed methods, flexure performance was validated by finite element analysis considering both material and contact nonlinearity. Based on the previous study and those results of the analysis, it is concluded that the structural performance of the current joints system for the enhanced spun RC piles can be enhanced by applying the reinforced joints composed of extended circular band plates and studs. This proposed method showed the nearest structural behavior to the enhanced spun RC piles without joints. This numerical study will be used to further experimental study on the enhanced spun RC piles with reinforced joints.

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  Cite this article

[IEEE Style]

주상훈, 황훈희, 배재현, 이지훈, "A Numerical Study on Flexure Performance of Enhanced Spun RC Pile with Reinforced Joint," Journal of the Korean Society of Safety, vol. 33, no. 5, pp. 70-77, 2018. DOI: 10.14346/JKOSOS.2018.33.5.70.

[ACM Style]

주상훈, 황훈희, 배재현, and 이지훈. 2018. A Numerical Study on Flexure Performance of Enhanced Spun RC Pile with Reinforced Joint. Journal of the Korean Society of Safety, 33, 5, (2018), 70-77. DOI: 10.14346/JKOSOS.2018.33.5.70.

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