Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Nonlinear analyses of axisymmetric reinforced concrete structures

  • Wang, Bing (Department of Aeronautical Engineering, University of Sydney) ;
  • Tong, Liyong (Department of Aeronautical Engineering, University of Sydney)
  • Published : 2000.01.25
⟨ Previous Next ⟩

Abstract

A modified constitutive model has been developed for nonlinear finite element analysis of axisymmetric reinforced concrete structures, and then implemented into an existing finite element program. By comparing with the experimental results available, the present model has been validated.

Keywords

References

  1. Cheung, M.S. and Li, W. (1990), "Finite strip method for materially nonlinear analysis of reinforced concrete slab", Computers and Structures, 35(5), 603-607. https://doi.org/10.1016/0045-7949(90)90388-I
  2. Huovinen, S. (1990), Action of I-stirrups in Punching Shear of Reinforced Concrete Slahs, Valtion Teknillinen Tutkimuskeskus, Tutkimuksia, 687, 66 (in Finnish).
  3. Izumo, J., Shima, H. and Okamura, H. (1989), "Analytical model for RC panel elements subjected to in-plane forces", Concrete Library International, JSCE, 12.
  4. lwaki R., Akiyama, H., Okada, T. and Shioya, T. (1985), "Shear strength of reinforced concrete circular slabs", Proceedings of Japan Society of Civil Engineers (Concrete Engineering and Pavements), 360/V-3, August.
  5. Japan Gas Association, (1979), Recommendation for the Design LNG Inground Storage Tank (in Japanese).
  6. Japan Society of Civil Engineers, (1991), Standard Specification for Design and Construction of Concrete Structures, Part I: Design.
  7. Lan, H.C. (1994), "Nonlinear analysis of two-dimensional reinforced concrete structures with multi-directional reinforcements", Master Thesis, Asian Institute of Technology.
  8. Mackerle, J. (1994), "Finite and boundary element analyses of concrete and concrete structures-A bibliography (1991-1993)", Finite Elements in Analysis and Design, 16,71-83. https://doi.org/10.1016/0168-874X(94)90041-8
  9. Maekawa, K and Okamura, H. (1983), "The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model", Journal of Faculty of Engineering, University of Tokyo, 37(2).
  10. Okamura, H. (1991), Limit States Design Procedure of Reinforced Concrete Structure, Kyotachi Press, Japan (in Japanese).
  11. Okamura, H. and Maekawa, K. (1991), Nonlinear Analysis and Constitutive Models of Reinforced Concrete, Giho-do Press, Tokyo, Japan.
  12. Rangan, B.V. (1989), "Flexural design of reinforced concrete slabs in accordance with AS 3600", Transactions of the Institution of Engineers, Australia Civil Engineering, CE31(2), July, 79-85.
  13. Shehata, A.E. and Regan, P.E. (1989), "Punching in R.C. slabs", Journal of Structural Engineering, 115(7), July, 1726-1740. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:7(1726)
  14. Shima, H., Chou, L.L. and Okamura, H. (1987), "Micro and macro models for bond behavior in reinforced concrete", Journal of the Faculty of Engineering, University of Tokyo, 39(2).
  15. WCOMR User's Manual (1990), Forum 8 Co. Ltd. (in Japanese).
  16. Zhou, K.R. and Jian, D.H. (1991), "Imitation of punching failure for reinforced concrete slabs in finite element method", Proceedings of the Asian Pacific Conference on Computational Mechanics, Hong Kong, December.

Cited by

  1. Local–global analysis of cooling tower with cutouts vol.80, pp.27-30, 2002, https://doi.org/10.1016/S0045-7949(02)00250-X