Shear bond mechanism of composite slabs — A universal FE approach

[1]  L. P. Sanez,et al.  DISCUSSION OF EQUATION FOR THE STRESS - STRAIN CURVE OF CONCRETE’ BY DESAYI AND KRISHNAN , 1964 .

[2]  Max L. Porter,et al.  Design Recommendations for Steel Deck Floor Slabs , 1976 .

[3]  H. D. Wright,et al.  The use of profiled steel sheeting in floor construction , 1987 .

[4]  Michel Crisinel,et al.  Composite Slab Behavior and Strength Analysis. Part I: Calculation Procedure , 1993 .

[5]  Milan Veljkovic,et al.  Behaviour and resistance of composite slabs : experiments and finite element analysis , 1996 .

[6]  Budi Ryanto Widjaja Analysis and Design of Steel Deck-Concrete Composite Slabs , 1997 .

[7]  Deric J. Oehlers,et al.  Rib shear connectors in composite profiled slabs , 2001 .

[8]  Shiming Chen Load carrying capacity of composite slabs with various end constraints , 2003 .

[9]  M. Crisinel,et al.  Designing cold-formed steel sheets for composite slabs : An experimentally validated FEM approach to slip failure mechanics , 2006 .

[10]  Juozas Valivonis,et al.  Analysis of deflections of composite slabs with profiled sheeting up to the ultimate moment , 2006 .

[11]  Redzuan Abdullah,et al.  Determination of Composite Slab Strength Using a New Elemental Test Method , 2007 .

[12]  W. S. Easterling,et al.  New evaluation and modeling procedure for horizontal shear bond in composite slabs , 2009 .

[13]  Dennis Lam Steel Concrete Composite and Hybrid Structures , 2009 .

[14]  A. V. Avdelas,et al.  The unilateral contact problem in composite slabs: experimental study and numerical treatment , 2010 .

[15]  Shiming Chen,et al.  Shear bond failure in composite slabs– a detailed experimental study , 2011 .