Shear bond mechanism of composite slabs — A universal FE approach
暂无分享,去创建一个
[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 .