Material and geometrical parameters affecting punching of reinforced concrete flat slabs with orthogonal reinforcement

The influence of various parameters on the punching behaviour is still in discussion and some contradictory conclusions were drawn by several authors. In order to contribute with new information, a parametric analysis regarding geometrical and material parameters affecting punching behaviour of flat slabs with orthogonal reinforcement and square columns was run in a previously verified 3D nonlinear finite element analysis. It was found that compressive strength, fracture energy and reinforcement ratio are the most important parameters regarding punching load. Nevertheless, although tensile strength and modulus of elasticity don’t affect punching load, they are important regarding punching behaviour in terms of cracking and stiffness. It was shown that the concept of structural brittleness is appropriate to be used in punching load provisions by codes, turning possible its use in a broad range of concrete types.

[1]  Duarte V. Faria,et al.  PUNCHING OF REINFORCED CONCRETE SLABS NUMERICAL AND EXPERIMENTAL ANALYSIS AND COMPARISON WITH CODES , 2013 .

[2]  Philippe Menétrey,et al.  Synthesis of punching failure in reinforced concrete , 2002 .

[3]  A. Hillerborg,et al.  Sensitivity in Shear Strength of Longitudinally Reinforced Concrete Beams to Fracture Energy of Concrete , 1988 .

[4]  M. Hallgren Punching Shear Capacity of Reinforced High Strength Concrete Slabs , 1996 .

[5]  Z. Bažant,et al.  Crack band theory for fracture of concrete , 1983 .

[6]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[7]  H. K. Hilsdorf,et al.  Code-type formulation of fracture mechanics concepts for concrete , 1991 .

[8]  Comite Euro-International du Beton,et al.  CEB-FIP Model Code 1990 , 1993 .

[9]  M. A. Staller Analytical studies and numerical analysis of punching shear failure in reinforced concrete slabs , 2000 .

[10]  Keivan Noghabai,et al.  Effect of tension softening on the performance of concrete structures : experimental, analytical and computational studies , 1998 .

[11]  S. Kinnunen,et al.  Punching of concrete slabs without shear reinforcement , 1960 .

[12]  K. Willam,et al.  Triaxial failure criterion for concrete and its generalization , 1995 .

[13]  D. Hordijk Local approach to fatigue of concrete , 1991 .

[14]  Rolf Eligehausen,et al.  Three-dimensional numerical analysis of punching failure , 2000 .

[15]  Philippe Menetrey,et al.  Numerical analysis of punching failure in reinforced concrete structures , 1994 .