Material and geometrical parameters affecting punching of reinforced concrete flat slabs with orthogonal reinforcement
暂无分享,去创建一个
[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 .