Influence of Compressed Area on Capacity of Headed Studs Used as Wall/Slab Reinforcement

Jindřich Fornůsek; Romana Lovichová; Jan Zatloukal; Petr Konvalinka

doi:10.4028/www.scientific.net/AMM.827.223

Paper Titles

Nonlinearity in Oscillations of Large Displacement Pendulum
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Impact of Increased Temperature on Cohesiveness of Textile Glass Reinforcement with UHPC Matrix
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Volumetric Changes of the UHPC Matrix and its Determination
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Stability of Glass Structural Elements Subjected to Bending
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Influence of Compressed Area on Capacity of Headed Studs Used as Wall/Slab Reinforcement
p.223

Investigation of Bending Capacity of Concrete Elements Strengthened by Textile Reinforced Concrete
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Pulse Method Used for Non-Destructive Assessment of Glued Laminated Timber Beams
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CFRP Strengthening of Damaged Stone Masonry Column
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Testing of 3-Dimensional Stabilizing Elements for Protection of Slopes: Possibilities of In Situ Testing
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 827Influence of Compressed Area on Capacity of Headed...

Influence of Compressed Area on Capacity of Headed Studs Used as Wall/Slab Reinforcement

Abstract:

This paper presents results of study of behaviour of headed studs which are used for reinforcing of concrete structures. Numerical simulations of wall/slab joints reinforced by headed studs were carried out to find if there was some increase of wall/slab joint capacity due to the compressive zone in the joint. It was found that there is an increase of capacity of headed studs due to the compressive zone and the coefficient of capacity increase was introduced.