Verification of Concrete Slender Columns Resistance

Ľudovít Fillo; Veronika Knapcová; Tomáš Augustín

doi:10.4028/www.scientific.net/SSP.249.185

Paper Titles

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

Analysis of Long-Term Observation of Highway Arch Bridge Oparno
p.209

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Verification of Concrete Slender Columns Resistance

Abstract:

The presented paper brings verifications of slender concrete column resistance coming from levels of approximation after MC 2010 and SIA 262, which are compared with the Method of nominal curvature for calculation of 2. order moment after EN 1992-1-1. Results were compared with nonlinear analysis accounting for 2nd order effects, nonlinear behavior of concrete in compression and influence of cracking, creep and shrinkage.

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Periodical:

Solid State Phenomena (Volume 249)

Pages:

185-190

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.249.185

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Online since:

April 2016

Authors:

Ľudovít Fillo*, Veronika Knapcová, Tomáš Augustín

Keywords:

Level of Approximation, Moment of 2. Order, Stability of Compressed Concrete Members

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References

[1] EN 1992-1-1: 2004 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings, (2004).

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[2] Model Code 2010. Fib – Volume 2 (2010) 288p.

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[3] SIA 262: 2003. Concrete structures. SIA Zurich (2003) 89p.

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[4] S.L. Burtscher, G. Rinnhofer, V. Benko, J. Kollegger: Destructive large-scale tests on highly reinforced spun concrete columns. Bauingenieur, Band 78 (2003) 187-193.

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