Computers and Concrete

  • 제15권6호
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  • Pages.865-878
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  • 2015
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Multiscale modeling for compressive strength of concrete columns with circular cross-section

  • Wu, Han-liang (School of Civil Engineering, Beijing Jiaotong University) ;
  • Wang, Yuan-feng (School of Civil Engineering, Beijing Jiaotong University)
  • 투고 : 2013.01.29
  • 심사 : 2015.01.15
  • 발행 : 2015.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

In order to construct a multiscale model for the compressive strength of plain concrete columns with circular cross section subjected to central longitudinal compressive load, a column failure mechanism is proposed based on the theory of internal instability. Based on an energy analysis, the multiscale model is developed to describe the failure process and predict the column's compressive strength. Comparisons of the predicted results with experimental data show that the proposed multiscale model can accurately represent both the compressive strength of the concrete columns with circular cross section, and the effect of column size on its strength.

키워드

참고문헌

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피인용 문헌

  1. Residual load carrying capacity of reinforced concrete cylinders after heating at elevated temperature vol.2, pp.10, 2020, https://doi.org/10.1007/s42452-020-03483-7