A simplified method for assessing the ductile behaviour of stud connectors in composite beams with high strength concrete slab

Journal of Constructional Steel Research

Volumn 60, Issue 9, 2004, Pages 1387-1408

  Bullo, S ^a   Di Marco, R ^a  

^a UNIVERSITY IUAV OF VENICE   (Italy)

Author keywords

Composite beams; Maximum slip requirement; Slip capacity; Stud shear failure

Indexed keywords

CONCRETES; CONSTRAINT THEORY; DEFORMATION; DUCTILITY; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

DUCTILE BEHAVIOR; SHEAR FAILURE;

COMPOSITE BEAMS AND GIRDERS;

BEAM; COMPOSITE; SHEAR STRENGTH;

EID: 2542498027     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.01.001     Document Type: Article

References (25)

1. Oehlers D.J. Bradford M.A. Composite steel and concrete structural members. Fundamental behaviour 1995 Pergamon, Elsevier Science UK
2. Ollgaard J.G. Slutter R.G. Fisher J.W. Shear strength of connectors in lightweight and normal-density concrete AISC Engng J 8 1971 55-64
3. Oehlers D.J. Coughlan C.G. The shear stiffness of stud shear connectors in composite beams J Construct Steel Res 6 1986 273-284
4. Oehlers D.J. Nguyen N.T. Ahmed M. Bradford M.A. Partial interaction in composite steel and concrete beams with full shear connection J Construct Steel Res 41 2/3 1997 235-248
5. Oehlers D.J. Sved G. Composite beams with limited-slip-capacity shear connectors J Struct Engng June 1995 932-938
6. ENV 1994-1-1, Eurocode 4 Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings, October, 1992.
7. prEN 1994-1-1, Eurocode 4 Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings, Stage 34, Final project Team Draft, 1 January 2002.
8. ENV 1994-2, Eurocode 4 Design of composite steel and concrete structures, Part 2: Composite bridges, December, 1997.
9. ENV 1994-2, Eurocode 4 Design of composite steel and concrete structures, Part 2: Composite bridges, December, 1997.
10. Bazant Z.P. Vítek Jan L. Compound size effect in composite beams with softening connectors. I: Energy approach ASCE, J Engng Mech 125 11 1999 1308-1314
11. Bazant Z.P. Vítek Jan L. Compound size effect in composite beams with softening connectors. II: differential equations and behavior ASCE, J Engng Mech 125 11 1999 1315-1322
12. Bullo S, Di Marco R. Effects of high-performance concrete on stud shear connector behavior, Proceedings of Nordic Steel Construction Conference Malmö, Sweden, 19-21 June 1995:577-84.
13. An L. Cederwall K. Push-out tests on studs in high strength and normal strength concrete J Constr Steel Res 36 1 1996 15-29
14. Johnson RP. Shear connection for composite bridges, and Eurocode 4: Part 2, International Conference IABSE, Composite Construction-Conventional and Innovative, Innsbruck, Austria, Sept. 16-18, 1997:573-78.
15. Bullo S, Di Marco R. The load-bearing capacity of steel-HPC composite beams, International Conference IABSE, Composite Construction-Conventional and Innovative, Innsbruck, Austria, Sept. 16-18, 1997:157-62.
16. Arizumi Y. Hamada S. Kajita T. Elastic-plastic analysis of composite beams with incomplete interaction by finite element method Comp Struct 14 1981 453-462
17. Aribert J.M. Labib A.G. Modèle de calcul élasto-plastique de poutres mixtes a connexion partielle Constr Métal 4 1982 3-51
18. Aribert J.M. Abdel Aziz K. Calcul des poutres mixtes jusqu'à l'état ultime avec un effect de soulèvement à l'interface acier-béton Constr Métal 4 1985 3-36
19. Johnson R.P. Molenstra Ir N. Partial shear connection in composite beams for building Proc Instn Civ Engrs 2 91 1991 679-704
20. Bullo S, Di Marco R. Slip requirement in steel-high performance concrete composite beams with deformable connection, 3rd Italian Workshop on Composite Structures, Ancona, 29-30 Ottobre 1998:53-67.
21. Aribert J.M. Étude critique par voie numérique de la méthode proposée dans l'Eurocode 4 pour le dimensionnement des poutres mixtes acier-béton a connexion partielle Constr Métal 1 1988 3-26
22. Johnson R.P. May I.M. Partial-interaction design of composite beams Struct Eng 8 53 1975 305-311
23. Aribert JM. Sur un modèle général de fonctionnement mécanique de la connexion acier-béton pour divers types de poutres et planchers mixtes, avec comparaison a l'expérience, Combining Materials: Design, production and properties, Vol. 2, Proceedings of the first International Congress held by RILEM, Versailles, France, Sept. 1987:871-78.
24. CEB-FIP Model Code 1990, Thomas Telford.
25. CEB, High performance concrete. Recommended extensions to the Model Code 90, Bullet d'Information 228, July 1995.