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A Study on the Calculation Method for Flexural Strength of One-way Hollow Slabs

일방향 중공슬래브의 휨강도 산정방법에 관한 연구

  • Kim, Hyun-Su (Division of Architecture, Sunmoon University) ;
  • Lim, Jun-Ho (Department of Architecture, Graduate School, Yeungnam University) ;
  • Kang, Joo-Won (School of Architecture, Yeungnam University)
  • Received : 2012.11.12
  • Accepted : 2012.12.10
  • Published : 2012.12.31

Abstract

The hollow slab has advantages that its self-weight does not greatly increase notwithstanding the increase of its thickness and its flexural performance does not significantly degrade in comparison with general reinforced concrete slab. However, the utilization of the hollow slab is currently being underestimated in spite of structural system that enables economic design of building and construction of eco-friendly structure. the significant reasons for this situation is that the method of structural analysis and design for hollow slab is not generalized. In this study, to consider practical compressive zone of hollow slab, the equation for its flexural strength is proposed by the volume of compressive stress block according to neutral axis location in hollow section assumed. Existing estimation method of flexural strength of hollow slab considering only compressive zone above hollow part is evaluated as the most conservative method and the method estimating flexural strength by two alternative cross-section of hollow slab is evaluated as more practical method.

중공슬래브 시스템은 슬래브 두께가 증가해도 자중은 크게 증가하지 않고, 일반슬래브에 비해서 휨성능이 크게 저하되지 않는 장점이 있다. 이러한 경제적인 건물 설계 및 친환경 구조물 구현을 가능하게 하는 시스템에도 불구하고 중공슬래브의 활용도는 현재로서는 낮다고 할 수 있다. 특히 국내의 건축분야에 있어서는 매우 낮은 편이다. 이러한 현 상황의 가장 큰 이유는 중공슬래브의 적용을 위한 구조 해석 및 설계방법이 일반화되어 있지 않다는 것이다. 본 연구에서는 실질적인 압축영역을 고려하기 위해 가정한 중공 단면형상에서 중립축 위치에 따른 압축응력블럭의 체적으로 휨강도 산정식을 제시하였다. 기존 중공부 상부만을 압축영역으로 고려한 휨강도 산정방법은 가장 보수적인 방법으로 판단되며 2개의 대체단면을 설정하여 휨내력을 산정하는 것이 더 실질적인 방법으로 판단된다.

Keywords

References

  1. Bubble D.T., Reports Summary (2006) June, Issue 1.
  2. Chung, J.H., Choi, H.K., Lee, S.C., Choi, C.S. (2010) An Analytical Study on the Optimal Hollow Sphere Shapes in a Biaxial Hollow Slab, Architectural Institute of Korea, 27(7), pp.3-10.
  3. Korea Concrete Institue (2007) Precast Prestressed Concrete Design Handbook, Kwang-moon Kag.
  4. Kim, B.H., Chung, J.H., Choi, H.K., Lee, S.C., Choi, C.S. (2010) Flexural Capacities of Hollow slab with Donut type Hollow Spahere, Korea Concrete Institute, pp.31-32.
  5. Kim, S.W., Hwang, H.B., Hwang, H.S., Lee, K.J., Lee, D.G., Lee, J.Y. (2009) Experimental Study on the Flexural Capacity of Biaxial Hollow Reinforced Concrete Half Slabs, Architectural Institute of Korea, 25(7), pp.11-18.
  6. Lee, H.S. (2007) Experimental Study on the Flexural Behavior of I-Slab, Proceedings of the Korea Concrete institute, 19(2), pp.5-8.
  7. Ministry of Construction & Transportation (2001) Guidelines for Design and Construction for Considering the Maintenance of the Bridge.
  8. Martina Schnellenbach-Held, Karsten Pfeffer (2002) Punching Behavior of Biaxial Hollow Slabs, Cement and Concrete Composites, 24(6), pp.551-556, December. https://doi.org/10.1016/S0958-9465(01)00071-3
  9. Martina Schnellenbach-Held, Markus Aldejohann (2002) Investigations on the Shear Capacity of Biaxial Hollow Slabs-Test Setup and Test Program.
  10. Son, M.S., Kim, B.J., Youn, S.H., Ro, Y.G., Lee, S.H., Chung, L. (2010) Structural Performance of Void Deck Slabs, Architectural Institute of Korea, 30(1), pp.113-114.