Numerical and analytical predictions of the limit load of rectangular two way slabs

Computers and Structures

Volumn 79, Issue 1, 2001, Pages 43-52

  Famiyesin, O O R ^a   Hossain, K M A ^a   Chia, Y H ^a   Slade, P A ^a  

^a UNIVERSITY OF ABERDEEN   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL COMPLEXITY; DYNAMIC LOADS; FINITE ELEMENT METHOD; REINFORCED CONCRETE; STRUCTURAL ANALYSIS;

NUMERICAL LIMIT LOAD PREDICTIONS; YIELD LINE ANALYSIS;

CONCRETE SLABS;

EID: 0035216523     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00113-9     Document Type: Article

References (25)

1. Building code requirements for reinforced concrete. American Concrete Institute, ACI 318-89, Detroit, 1989.
2. Code of practice for design and construction, part 1. British Standard Institution, BS8110, London, 1985.
3. Jones L.L. Yield line analysis of slabs. 1967;Thames and Hudson, Chatto and Windus, London.
4. Johansen KW. Yield-line formulae for slabs. Cement and Concrete Association, London, 1972.
5. Famiyesin O.O.R., Hossain K.M.A. Optimised design charts for fully restrained slabs by FE predictions. J Struct Engng ASCE. 124(5):1998;560-569.
6. Famiyesin O.O.R., Hossain K.M.A. Development of charts for partially clamped slabs by finite element predictions. J Struct Engng ASCE. 124(11):1998;1339-1349.
7. Hossain K.M.A., Famiyesin O.O.R. Knowledge based system for the design of concrete structures. Topping B.H.V. Advances in Engineering Computational Technology. 1998;263-271 Civil-Comp Press, Edinburgh.
8. Salami AT. Equation for predicting the strength of fully clamped two-way reinforced concrete slabs. Proc Inst Civil Engrs Struct Build 1994;104:101-7.
9. Powell DS. Ultimate strength of concrete panels subjected to uniformly distibuted loads. PhD Thesis, Cambridge University, UK, 1956.
10. Hung TY, Nawy EG. Limit strength and serviceability factors in uniformly loaded, iso-tropically reinforced two way slabs. American Concrete Institute, ACI SP-30, Detroit, 1971. p. 301-24.
11. Taylor R., Maher D.R.H., Hayes B. Effect of the arrangement of reinforcement on the behaviour of reinforced concrete slabs. Mag Conc Res. 18(55):1966;85-94.
12. Brotchie FJ, Holley MJ. Membrane action in slabs. American Concrete Institute, ACI SP-30, Detroit, 1971. p. 345-77.
13. Leet KM, Bernal D. Reinforced concrete design, 3rd ed. New York: McGraw-Hill; 1996.
14. Whitney C.S. Design of reinforced concrete members under flexure or combined flexure and direct compression. J Am Conc Inst. 33:1937;483-498.
15. Hossain KMA, Famiyesin OOR. Design charts for simply supported concrete slabs based on finite element procedures.Computational Plasticity Fundamentals and Applications, vol. 2, 1997. p. 1508-13 (ISBN: 84-87867-71-5).
16. Park R. Tensile membrane behaviour of uniformly loaded rectangular reinforced concrete slabs with fully restrained edges. Mag Conc Res. 16(46):1964;39-44.
17. Moy S.S.J., Mayfield B. Load-deflection characteristics of rectangular reinforced concrete slabs. Mag Conc Res. 24(81):1972;209-218.
18. Hayes B. Allowing for membrane action in the plastic analysis of rectangular reinforced concrete slabs. Mag Conc Res. 20(65):1968;205-212.
19. Guice LK, Slawson TR, Rhomberg EJ. Membrane analysis of flat plate slabs. ACI Struct J 1989. p. 83-92.
20. Park R. Ultimate strength of rectangular concrete slabs under short term uniform loading with edges restrained against lateral movement. Proceedings of the Institution of Civil Engineers, London, 1964. p. 125-50.
21. Wood R.H. Plastic and elastic design of slabs and plates. 1961;Thames and Hudson, London.
22. Keenan WA. Strength and behaviour of restrained reinforced concrete slabs under static and dynamic loading. Technical Report R621, US. Naval Civil Engineering Laboratory, Port Hueneme, CA, April 1969. p. 133.
23. Skates AS. Development of a design method for restrained concrete slab systems subject to concentrated and uniform loading. PhD Thesis, The Queen's University of Belfast, UK, 1986.
24. Hossain KMA, Famiyesin OOR. Application of finite element modelling to the design of partially clamped slabs. Proceedings, Australasian Structural Engineering Conference, vol. 1. Auckland, New Zealand, 1998. p. 281-8.
25. Niblock RA. Compressive membrane action and the ultimate capacity of uniformly loaded reinforced concrete slabs. PhD Thesis, The Queen's University of Belfast, UK, 1986.