Optimized design charts for fully restrained slabs by FE predictions

Journal of Structural Engineering

Volumn 124, Issue 5, 1998, Pages 560-569

  Famiyesin, Olubayo O R ^a,b   Hossain, K M Anwar ^b  

^a ASC   (United Kingdom)

^b UNIVERSITY OF ABERDEEN   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; OPTIMIZATION; REINFORCED CONCRETE; SENSITIVITY ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

FULLY RESTRAINED SLABS;

CONCRETE SLABS;

EID: 0032069812     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:5(560)     Document Type: Article

References (27)

1. "Building code requirements for reinforced concrete." (1989). ACI 318-89, American Concrete Institute, Detroit, Mich.
2. Cedolin, L., and Deipoli, S. (1977). "Finite element studies of shearcritical R/C beams." J. Engrg. Mech. Div., ASCE, 103(3), 395-410.
3. "Design of concrete structures for buildings." (1984). CAN3-A23.3 M84, Canadian Standard Association, Rexdale, Ontario, Canada.
4. "Design of concrete structures, Part 1. General rules and rules for buildings." (1992). Eurocode 2 DD ENV 1992-1-1, Comité Européen de Normalisation, Brussels, Belgium.
5. Hossain, K. M. A., and Famiyesin, O. O. R. (1996a). "Finite element simulation of isotropically reinforced concrete slabs." Res. Rep. No. EG-SE96-1, Department of Engineering, University of Aberdeen, Aberdeen, U.K.
6. Hossain, K. M. A., and Famiyesin, O. O. R. (1996b). "Finite element simulation of anisotropically reinforced concrete slabs." Res. Rep. No. EG-SE96-2, Department of Engineering, University of Aberdeen, Aberdeen, U.K.
7. Hossain, K. M. A., and Famiyesin, O. O. R. (1996c). "Load control finite element simulation of slabs under different clamped support conditions." Res. Rep. No. EG-SE96-5, Department of Engineering, University of Aberdeen, Aberdeen, U.K.
8. Hossain, K. M. A., and Famiyesin, O. O. R. (1996d). "Reliability of finite element prediction based on direct simulation of fully clamped reinforced concrete slabs." Res. Rep. No. EG-SE96-7, Department of Engineering, University of Aberdeen, Aberdeen, U.K.
9. Hossain, K. M. A., and Famiyesin, O. O. R. (1996e). "Design charts for fully clamped reinforced concrete slabs." Res. Rep. No. EG-SE96-8, Department of Engineering, University of Aberdeen, Aberdeen, U.K.
10. Hung, T. Y., and Nawy, E. G. (1971). "Limit strength and serviceability factors in uniformly loaded, iso-tropically reinforced two way slabs." ACI SP-30, American Concrete Institute, Detroit, Mich., 301-324.
11. Johansen, K. W. (1962). "Yield line theory." Cement and Concrete Association, London, U.K.
12. Keenan, W. A. (1969). "Strength and behavior of restrained reinforced concrete slabs under static and dynamic loading." Tech. Rep. R621, U.S. Naval Civil Engineering Laboratory, Port Hueneme, Calif.
13. Kirkpatrick, J., et al. (1984). "Strength evaluation of M-beam bridge deck slabs." The Struct. Engr., London, U.K., 62B(3), 60-68.
14. Kupfer, K. H., Hilsdorf, K. H., and Rush, H. (1969). "Behavior of concrete under biaxial stresses." Proc., Am. Concrete Inst., 66(8), 656-666.
15. Leet, K. M., and Bernai, D. (1996). Reinforced concrete design, 3rd Ed., McGraw-Hill, Inc., New York, N.Y.
16. Moy, S. S. J., and Mayfield, B. (1972). "Load-deflection characteristics of rectangular reinforced concrete slabs." Mag. of Concrete Res., London, U.K., 24(81), 209-218.
17. Niblock, R. A. (1986). "Compressive membrane action and the ultimate capacity of uniformly loaded reinforced concrete slabs," PhD thesis, The Queen's University of Belfast, Belfast, U.K.
18. "Norwegian standard for design of concrete structures." (1989). NS 3473, The Norwegian Council for Building Standardisation, N. B. R., Oslo, Norway.
19. Ockleston, A. J. (1958). "Loading tests on reinforced concrete slabs spanning in two directions." Paper No. 6. Portland Cement Institute, Richmond, South Africa.
20. Owen, D. R. G., and Figueriras, J. A. (1984). "Ultimate load analysis of reinforced concrete plates and shells including geometric nonlinear effects." Finite element software for plates and shells, E. Hinton and D. R. J. Owen, eds., Pineridge Press, Swansea, U.K.
21. Park, R. (1964). "Ultimate strength of rectangular concrete slabs under short term uniform loading with edges restrained against lateral movement." Proc., Inst. of Civ. Engrs., London, U.K., 125-150.
22. Powell, D. S. (1956). "Ultimate strength of concrete panels subjected to uniformly distributed loads," PhD thesis, Cambridge University, Cambridge, U.K.
23. Rankin, G. B., et al. (1991). "Compressive membrane action strength enhancement in uniformly loaded laterally restrained slabs." The Struct. Engr., London, U.K., 69(16), 287-295.
24. Skates, A. S. (1986). "Development of a design method for restrained concrete slab systems subject to concentrated and uniform loading," PhD thesis, The Queen's University of Belfast, Belfast, U.K.
25. "Structural use of concrete, Part 1. Code of practice for design and construction," (1985). BS8110, British Standard Institute, London, U.K.
26. Whitney, C. S. (1937). "Design of reinforced concrete members under flexure or combined and direct compression." Proc., Am. Concrete Inst., 33, 483-498.
27. Wood, R. H. (1961). Plastic and elastic design of slabs and plates. Thames and Hudson, London, U.K.