A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component

Engineering Structures

Volumn 29, Issue 11, 2007, Pages 3026-3041

  Ranzi, Gianluca ^a   Zona, Alessandro ^b  

^a UNIVERSITY OF SYDNEY   (Australia)

^b UNIVERSITY OF CAMERINO   (Italy)

Author keywords

Composite beams; Finite element method; Locking; Partial interaction; Shear deformability; Steel concrete composite structures; Timoshenko beam

Indexed keywords

COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; FORMABILITY; REINFORCED CONCRETE; SHEAR DEFORMATION; STEEL BEAMS AND GIRDERS; STIFFNESS; VISCOELASTICITY;

PARTIAL INTERACTION; STEEL-CONCRETE COMPOSITE STRUCTURES; TIMOSHENKO BEAM;

COMPOSITE BEAMS AND GIRDERS;

COMPOSITE BEAMS AND GIRDERS; COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; FORMABILITY; REINFORCED CONCRETE; SHEAR DEFORMATION; STEEL BEAMS AND GIRDERS; STIFFNESS; VISCOELASTICITY;

COMPOSITE; DEFORMATION; FINITE ELEMENT METHOD; REINFORCED CONCRETE; SHEAR; STEEL; STRUCTURAL RESPONSE;

EID: 35548966229     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.02.007     Document Type: Article

References (25)

1. Newmark N.M., Siess C.P., and Viest I.M. Tests and analysis of composite beams with incomplete interaction. Proceedings of the Society of Experimental Stress Analysis 9 1 (1951) 75-92
2. Adekola A.O. Partial interaction between elastically connected elements of a composite beam. International Journal of Solids and Structures 4 (1968) 1125-1135
3. Arizumi Y., Hamada S., and Kajita T. Elastic-plastic analysis of composite beams with incomplete interaction by finite element method. Computers & Structures 14 5-6 (1981) 453-462
4. Tarantino A.M., and Dezi L. Creep effects in composite beams with flexible shear connectors. Journal of Structural Engineering ASCE 118 8 (1992) 2063-2081
5. Dezi L., Gara F., Leoni G., and Tarantino A.M. Time dependent analysis of shear-lag effect in composite beams. Journal of Engineering Mechanics ASCE 127 1 (2001) 71-79
6. Cas B., Saje M., and Planinc I. Non-linear finite element analysis of composite planar frames with an interlayer slip. Computers & Structures 82 (2004) 1901-1912
7. Dall'Asta A. Composite beams with weak shear connection. International Journal of Solids and Structures 38 (2001) 5605-5624
8. Spacone E., and El-Tawil S. Nonlinear analysis of steel-concrete composite structures: State-of-the-art. Journal of Structural Engineering ASCE 130 2 (2004) 159-168
9. Leon RT, Viest IM. Theories of incomplete interaction in composite beams. In: Proceedings of the composite construction in steel and concrete III. 1996
10. Berczyński S., and Wróblewski T. Vibration of steel-concrete composite beams using the Timoshenko beam model. Journal of Vibration and Control 11 (2005) 829-848
11. Biscontin G., Morassi A., and Wendel P. Vibrations of steel-concrete composite beams. Journal of Vibration and Control 6 (2000) 691-714
12. Rapattoni F., Eastwood D., Bennett M., and Cheung H. Composite steel road bridges - concepts and design charts (1998), BHP Integrated Steel
13. CEB (Comité Euro-International du Béton). In: Chiorino M.A., Napoli P., Mola F., and Koprna M. (Eds). CEB design manual on structural effects of time-dependent behaviour of concrete (1984), Georgi Publishing, Saint-Saphorin (Switzerland)
14. Moin P. Fundamentals of engineering numerical analysis (2001), Cambridge University Press
15. Gilbert R.I. Time effects in concrete structures (1988), Elservier Science Publishers, Amsterdam (The Netherlands)
16. Bažant Z.P., and Oh B.H. Deformation of progressively cracking reinforced concrete beams. ACI Journal 81 3 (1984) 268-278
17. Reddy J.N. An introduction to nonlinear finite element analysis (2004), Oxford University Press, Oxford (UK)
18. Yunhua L. Explanation and elimination of shear locking and membrane locking with field consistency approach. Computer Methods in Applied Mechanics and Engineering 162 (1998) 249-269
19. Reddy J.N. On locking-free shear deformable beam finite elements. Computer Methods in Applied Mechanics and Engineering 149 (1997) 113-132
20. Blaauwendraad I.J. Realistic analysis of reinforced concrete framed structures. Heron 18 4 (1972) 1-31
21. Gupta A.K., and Ma P.S. Error in eccentric beam formulation. International Journal for Numerical Methods in Engineering 11 (1977) 1473-1483
22. Crisfield M.A. The eccentricity issue in the design of plate and shell elements. Communications in Applied Numerical Methods 7 (1991) 47-56
23. Dall'Asta A., and Zona A. Slip locking in finite elements of composite beams with deformable shear connection. Finite Elements in Analysis and Design 40 (2004) 1907-1930
24. CEB-FIB (Comité Euro-International du Béton-Fédération International de la Précontrainte). Model code 1990: Design code (1993), Thomas Telford, London
25. Dall'Asta A., and Zona A. Non-linear analysis of composite beams by a displacement approach. Computers & Structures 80 (2002) 2217-2228