Effective Areas of Internal and Outstand Elements under Compression Stress Lower than the Yield Strength

Ivan Balaz; Yvona Kolekova

doi:10.4028/www.scientific.net/AMM.769.118

Paper Titles

Analysis of Reinforced Concrete Slab Structures
p.97

Integral Representation of Constitutive Equations in Linear Theory of Viscoelasticity
p.101

Stiffness of Reinforced Concrete Frame Joint
p.107

Stability Prediction of Intensification of the Lime Sludge Impoundment
p.112

Effective Areas of Internal and Outstand Elements under Compression Stress Lower than the Yield Strength
p.118

Probability Analysis of a Composite Steel and Concrete Column Loaded by Fire
p.126

Numerical Analysis of the Influence of the Parameter of Ductility of Reinforcing Steel on the Behaviour of Narrow Three-Span Reinforced Concrete Slabs from the Point of View of Experimental Investigations
p.133

Numerical Analysis of the Influence of the Parameter of Ductility of Reinforcing Steel on the Behaviour of Single-Span Reinforced Concrete Beams from the Viewpoint of Experimental Investigations
p.139

Experimental Investigation and Theoretical Analysis of Polystyrene Panels with Load Bearing Thin-Walled Cold-Formed Elements
p.145

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 769Effective Areas of Internal and Outstand Elements...

Effective Areas of Internal and Outstand Elements under Compression Stress Lower than the Yield Strength

Abstract:

Analysis of the rules for calculation of the reduction factor for plate buckling of internal and outstand elements defined by Eq. (4.2) and Eq. (4.3) given in Annex E of EN 1993-1-5. Proposals for improvements of the rules, which were already accepted in Working Groups WG EN 1993-1-3 and WG EN 1993-1-5 for the next generation of Eurocodes.