Journal of the Korean Society of Safety (한국안전학회지)

The Korean Society of Safety (한국안전학회)
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Structural Safety Evaluation for Static Strength of Thin Plate RC Member with High Strength Concrete

고강도 콘크리트를 적용한 얇은 RC 판부재의 정적 강도 안전성 평가

  • Received : 2017.09.06
  • Accepted : 2017.09.19
  • Published : 2017.10.31
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Abstract

Structural safety evaluation for static strength of thin plate RC member with high strength concrete is conducted in this study. Static strengths were predicted and compared with the experimental values. Predicted values were calculated by the evaluation formula based on the punching shear behavior and the yield line theory which can appear in the plate members. Static load tests were carried out for the specimens with high strength concrete and the test results were compared with the required performance in design. The comparison results show that the specimens with high strength concrete have sufficient structural safety for flexural and punching shear performance required in design. High strength concrete specimens exhibited excellent strength despite their small thickness. The range of concrete strengths applied in this study was about 60 MPa to 100 MPa.

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References

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