Finite element implementation of a steel-concrete bond law for nonlinear analysis of beam-column joints subjected to earthquake type loading

Structural Engineering and Mechanics

Volumn 7, Issue 1, 1999, Pages 35-52

  Fleury, F ^a   Reynouard, J M ^a   Merabett, O ^a  

^a UNIVERSITÉ DE LYON   (France)

Author keywords

Beam column joints, steelconcrete bond; Cyclic behavior; Finite element; Nonlinear analysis; Reinforced concrete

Indexed keywords

BOND STRENGTH (MATERIALS); COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; CONCRETE REINFORCEMENTS; DEFORMATION; DIFFERENTIAL EQUATIONS; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STEEL; STRUCTURAL ANALYSIS;

STEEL-CONCRETE BOND; UNIAXIAL BOND LAWS;

REINFORCED CONCRETE;

EID: 0032715731     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.1999.7.1.035     Document Type: Article

References (4)

1. Barzegar, F. And Maddipudi, S. (1997), "Three-dimensional modeling of concrete structures. II: reinforced concrete", Journal of Structural Engineering, 123(10), October 1997, 1347-1356.
2. Beer, G. (1985), "An isoparametric joint/interface element for finite elements analysis", International Journal for Numerical Methods in Engineering, (21), 585-600.
3. Clement, J.-L. (1987), "Steel-concrete interface and behaviour of reinforced concrete structures characterisation and modeling", (In French: Interface acier-béton et comportement des structures en béton armé - caractérisation - modélisation.) Ph.D. Thesis of l'Université Paris VI, France.
4. De Groot, A.K., Kusters, G.M.A. and Monnier, T. (1981), "Numerical modelling of bond-slip behaviour", Heron Stevin-Lab & I.B.B.C. Inst. (Eds.) 26(1b).