A family of interface elements for the analysis of composite beams with interlayer slip

Finite Elements in Analysis and Design

Volumn 45, Issue 5, 2009, Pages 305-314

  da Silva, Amilton R ^a   Sousa Jr , João Batista M ^a  

^a FEDERAL UNIVERSITY OF OURO PRETO   (Brazil)

Author keywords

Composite beams; Interface elements; Interlayer slip; Partial interaction

Indexed keywords

CONCRETES;

BEAM ELEMENTS; COMPOSITE BEAMS; DEFORMABLE CONNECTIONS; DEGREES OF FREEDOMS; EULER-BERNOULLI; INTERFACE ELEMENTS; INTERLAYER SLIP; NUMERICAL EXAMPLES; NUMERICAL FORMULATIONS; PARTIAL INTERACTION; SLIP DISTRIBUTIONS; STEEL-CONCRETE COMPOSITE BEAMS; STRUCTURAL SYSTEMS; TIMOSHENKO BEAM THEORIES; TRANSVERSE SHEARS;

COMPOSITE BEAMS AND GIRDERS;

EID: 61849096175     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2008.10.007     Document Type: Article

References (23)

1. Newmark N.M., Siess C.P., and Viest I.M. Tests and analysis of composite beams with incomplete interaction. Proc. Soc. Exp. Stress Anal. 9 1 (1951) 75-92
2. Adekola A.O. Partial interaction between elastically connected elements of a composite beam. Int. J. Solids Struct. 4 (1968) 1125-1135
3. Girhammar U.A., and Gopu V.K.A. Composite beam-columns with interlayer slip-exact analysis. J. Struct. Eng. 119 4 (1993) 1265-1282
4. Xu R., and Wu Y.F. Two-dimensional analytical solutions of simply supported composite beams with interlayer slips. Int. J. Solids Struct. 44 (2007) 165-175
5. Dall'Asta A., and Zona A. Non-linear analysis of composite beams by a displacement approach. Comput. Struct. 80 (2002) 2217-2228
6. Dall'Asta A., and Zona A. Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection. Finite Elem. Anal. Des. 40 (2004) 425-448
7. Ayoub A., and Filippou F.C. Mixed formulation of nonlinear steel-concrete composite beam element. J. Struct. Eng. 126 3 (2000) 371-381
8. Salari M.R., and Spacone E. Finite element formulations of one-dimensional elements with bond-slip. Eng. Struct. 23 (2001) 815-826
9. Ayoub A. A two-field mixed variational principle for partially connected composite beams. Finite Elem. Anal. Des. 37 (2001) 929-959
10. Ranzi G., Gara F., Leoni G., and Bradford M.A. Analysis of composite beams with partial shear interaction using available modelling techniques: a comparative study. Comput. Struct. 84 (2006) 930-941
11. Faella C., Martinelli E., and Nigro E. Steel and concrete composite beams with deformable shear connection: "exact" analytical expression of the stiffness matrix and applications. Comput. Struct. 80 (2002) 1001-1009
12. Ranzi G., Bradford M.A., and Uy B. A direct stiffness analysis of a composite beam with partial interaction. Int. J. Numer. Methods Eng. 61 (2004) 657-672
13. Ranzi G., Gara F., and Ansourian P. General method of analysis for composite beams with longitudinal and transverse partial interaction. Comput. Struct. 84 (2006) 2373-2384
14. Ranzi G., and Zona A. A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component. Eng. Struct. 29 (2007) 3026-3041
15. Schnabl S., Saje M., Turk G., and Planinc I. Locking-free two-layer Timoshenko beam element with interlayer slip. Finite Elem. Anal. Des. 43 (2007) 705-714
16. Sousa Jr. J.B.M., and da Silva A.R. Nonlinear analysis of partially connected composite beams using interface elements. Finite Elem. Anal. Des. 43 (2007) 954-964
17. Herrman L.R. Finite element analysis of contact problems. J. Eng. Mech. (ASCE) 104 (1978) 1043-1059
18. Gattesco N. Analytical modeling of nonlinear behavior of composite beams with deformable connection. J. Constr. Steel Res. 52 (1999) 195-218
19. Dall'Asta A., and Zona A. Slip locking in finite elements for composite beams with deformable shear connection. Finite Elem. Anal. Des. 40 (2004) 1907-1930
20. Gara F., Ranzi G., and Leoni G. Displacement-based formulations for composite beams with longitudinal slip and vertical uplift. Int. J. Numer. Methods Eng. 65 8 (2006) 1197-1220
21. Goodman R.E., Taylor R.L., and Brekke T.L. A model for the mechanics of jointed rock. J. Soil Mech. Found. Div. May (1968) 637-659
22. Schellekens J.C.J., and De Borst R. On the numerical integration of interface elements. Int. J. Numer. Methods Eng. 36 (1993) 43-66
23. Coutinho A.L.G.A., Martins M.A.D., Sydenstricker R.M., Alves J.L.D., and Landau L. Simple zero thickness kinematically consistent interface elements. Comput. Geotechnics 30 (2003) 347-374