Punching Resistance Verification of Footings

Ľudovít Fillo; Tomáš Augustín; Veronika Knapcová; Jana Vaskova

doi:10.4028/www.scientific.net/SSP.249.179

Paper Titles

The Calculation of Time Dependent Losses of Prestress for Pre- and Post-Tensioning
p.155

Distribution of Stresses in Masonry Pillar with Fully Filled and Unfilled Perpend Joints
p.160

Comparison and Review of Concrete-to-Concrete Interface Shear Resistance According to Major Design Codes
p.166

Assessment of Load Bearing Capacity of Concrete Bridges after Exceeding the Design Life
p.173

Punching Resistance Verification of Footings
p.179

Verification of Concrete Slender Columns Resistance
p.185

Numerical Modeling of Reinforcement Corrosion on Bond Behaviour
p.191

Model Uncertainties of FEM Nonlinear Analyses of Concrete Structures
p.197

Experimental Analysis of Slender Concrete Columns at the Loss of Stability
p.203

HomeSolid State PhenomenaSolid State Phenomena Vol. 249Punching Resistance Verification of Footings

Punching Resistance Verification of Footings

Abstract:

The presented paper will bring new aspects of punching resistance verification of concrete column footings and foundation slabs coming from influence of ground stresses distribution on punching verification of flat footings and from new design criteria which depend on the maximum punching resistance defined from crushing of concrete struts (a criterion for limitation of maximum shear forces at the vicinity of the columns) and on the maximum punching resistance defined from shear-bending failure with shear reinforcement, limited by coefficient k_max.

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Periodical:

Solid State Phenomena (Volume 249)

Pages:

179-184

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.249.179

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Online since:

April 2016

Authors:

Ľudovít Fillo, Tomáš Augustín, Veronika Knapcová, Jana Vaskova

Keywords:

Footings, Punching, Reliability, Shear Resistance

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References

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