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Numerical study on RC flat plates subjected to combined axial and transverse load

  • Park, Honggun (Department of Architecture, Seoul National University)
  • 발행 : 1999.08.25

초록

This paper presents a numerical study on the flat plates in deep basements, subjected to floor load and in-plane compressive load due to soil and hydraulic lateral pressure. For nonlinear finite element analysis, a computer program addressing material and geometric nonlinearities is developed. The validity of the numerical model is established by comparison with existing experiments performed on plates simply supported on four edges. The flat plates to be studied are designed according to the Direct Design Method in ACI 318-95. Through numerical study on the effects of different load combinations and loading sequence, the load condition that governs the strength of the flat plates is determined. For plates under the governing load condition, parametric studies are performed to investigate the strength variations with reinforcement ratio, aspect ratio, concrete strength, and slenderness ratio. Based on the numerical results, the floor load magnification factor is proposed.

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참고문헌

  1. American Concrete Institute. (1995), "Building code requirements for structural concrete" , ACI 318-95, Detroit, 118-121, 227-230.
  2. Aghayere, A.O. and MacGregor, J.G. (1990a), "Analysis of concrete plates under combined in-plane and transverse Loads" , Structural J., ACI, 87(5), 539-547.
  3. Aghayere, A.O. and MacGregor, J.G. (1990b), "Tests of reinforced concrete plates under combined inplane and transverse Loads" , Structural J., ACI, 87(6), 615-622.
  4. Bathe, K. (1982), Finite Element Procedures in Engineering Analysis, Prentice-Hall, Inc, 301-406.
  5. Ghoneim, M.G. and MacGregor, J.G. (1994a), "Tests of reinforced concrete plates under combined inplane and lateral loads" , Structural J., ACI, 91(1), 19-30.
  6. Ghoneim, M.G. and MacGregor, J.G. (1994b), "Behavior of reinforced concrete plates under combined inplane and lateral loads" , Structural J., ACI, 91(2), 188-197.
  7. Massicotte, B., MacGregor J.G. and Elwi, A.E. (1991), "Behavior of concrete panels subjected to axial and lateral loads" , J. Struct. Engrg., ASCE, 116(9), 2324-2343.
  8. Park, H. and Klingner, R.E. (1997), "Nonlinear analysis of RC members using plasticity with multiple failure criteria" , J. Struct. Engrg., ASCE, 123(5), 643-651. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(643)

피인용 문헌

  1. Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) vol.17, pp.3, 2000, https://doi.org/10.1108/02644400010324893
  2. Moment Magnifier Method for Long-Term Behavior of Flat Plates Subjected to In-Plane Compression vol.129, pp.1, 2003, https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(87)
  3. Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum vol.19, pp.5, 2002, https://doi.org/10.1108/02644400210435843
  4. Isolated RC wall subjected to biaxial bending moment and axial force vol.9, pp.5, 2000, https://doi.org/10.12989/sem.2000.9.5.469