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Advanced Materials Research, 2015
Results of latest experiments have revealed that the maximum punching resistance defined from crushing of concrete struts at the perimeter of a column is an insufficient criterion for limitation of maximum shear forces at the vicinity of the columns. Therefore further limitation has been recommended by CEN TC250 SC2 and introduced in STN EN 1992-1-1/NA
Ľudovít Fillo +2 more
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Results of latest experiments have revealed that the maximum punching resistance defined from crushing of concrete struts at the perimeter of a column is an insufficient criterion for limitation of maximum shear forces at the vicinity of the columns. Therefore further limitation has been recommended by CEN TC250 SC2 and introduced in STN EN 1992-1-1/NA
Ľudovít Fillo +2 more
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Punching Resistance of Flat Slabs
Applied Mechanics and Materials, 2016Results of the latest experiments have revealed that the maximum punching resistance defined from crushing of concrete struts at the perimeter of a column in EC2 is an insufficient criterion for limitation of maximum shear forces at the vicinity of the columns.
Ľudovít Fillo +3 more
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A model analysis of flat slabs.
2009A two-storey 3 bay x 3 bay, 1/12 scale, perspex flat slab model was tested under a one-bay uniformly distributed load, which was applied successively to the various bays. The load was applied using a rubber air bag. The moments induced in the model were measured by electrical resistance type strain gages and the deflections by dial gages.
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Geological Society of America Abstracts with Programs, 2021
Sarah George +4 more
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Sarah George +4 more
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Serviceability uncertainties in flat slabs
Structural Concrete, 2014AbstractService load tests on the 6th floor of the full‐scale reinforced concrete building at BRE Cardington are described. Both deflections and reinforcement strains were measured. Finite element analyses of the floor slab were then undertaken using the measured material properties and four different models for the behaviour of the concrete in tension,
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Progress in Structural Engineering and Materials, 2000
Flat slabs are common structural elements for apartments, office and institutional buildings. Their weak point is the resistance against punching in the vicinity of the supporting columns. In this article the experimental evidence and the parameters that influence the shear resistance of two-way slabs are presented first.
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Flat slabs are common structural elements for apartments, office and institutional buildings. Their weak point is the resistance against punching in the vicinity of the supporting columns. In this article the experimental evidence and the parameters that influence the shear resistance of two-way slabs are presented first.
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Design for Punching of Flat Slabs
2013Punching, which may be suffered by two-dimensional (2D) reinforced-concrete (RC) structural elements (such as flat slabs, plates, footings, etc.) in regions under the action of concentrated load, is widely considered to be a ‘shear’ (non-flexural) type of failure.
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Discussion of “Moments in Flat Slabs”
Journal of the Structural Division, 1957M. W. Huggins, W. L. Lin
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