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Influence of the Distribution and Level of Post-Tensioning Force on the Punching Shear of Flat Slabs
Punching shear is the most common failure mechanism of slabs that are supported directly on columns. The slab–column connection is always vulnerable to critical punching shear; thus, it is necessary to investigate the effect of various parameters on the ...
Sarah S. Elsheshtawy +3 more
doaj +1 more source
Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechanisms: as wide beams in one-way shear, punching shear around the load or a mixed mode between them. Until now, most publications presented recommendations
Alex Micael Dantas de Sousa +2 more
doaj +1 more source
Shear and punching capacity predictions for slabs under concentrated loads aided by lefea
One-way slabs under concentrated loads may fail by one-way shear, punching, flexure or a mixed-mode between them. This study examines the benefits of using Linear Elastic Finite Element Analyses (LEFEA) combined with analytical expressions to predict the
Lantsoght, E.O.L. (author) +3 more
core +1 more source
Punching Shear Capacity of Continuous Slabs [PDF]
Provisions for punching shear design of reinforced concrete slabs are usually calibrated on the basis of results from tests on isolated specimens that simulate the slab zone within the points of contraflexure around a column. However, the punching behavior of interior slab-column connections in actual continuous slabs without transverse reinforcement ...
Einpaul, Jürgen +3 more
openaire +2 more sources
Punching shear in prestressed concrete deck slabs: a comprehensive study
A large number of bridges in the Netherlands have transversely post tensioned deck slabs cast in-situ between flanges of precast girders and were found to be critical in shear when evaluated by Eurocode 2.
Amir, Sana (author) +3 more
core +1 more source
Slabs strengthened for punching shear with post-installed steel and CFRP connectors
Structural accidents due to punching shear failures have been reported in flat slab buildings. Design recommendations presented by codes can lead to entirely different punching shear resistance estimates for similar situations.
M. J. M. PEREIRA FILHO +4 more
doaj +2 more sources
In concrete flat plate slab-column joints with drop panels, successive punching shear failures often occur at the slab-drop panel interface and along the column perimeter.
Yang, Youzhe +13 more
core +1 more source
Punching capacity of spread footings using aci 318-19 and the strip model
In design, the sectional depth of reinforced concrete spread footings is usually governed by design code provisions for punching shear, which are derived primarily from experiments on slab-column connections.
Lantsoght, E.O.L. (author) +2 more
core +1 more source
Punching shear of flat reinforced-concrete s labs under fire conditions [PDF]
This thesis examines punching shear response of reinforced-concrete flat slabs under fire conditions. The shear behaviour of concrete in fire is relatively poorly understood compared to its flexural response.
Smith, Holly Kate Mcleod
core +3 more sources
Resisting punching shear stress in reinforced concrete slabs
Punching shear failure is a major problem encountered in the design of reinforced concrete flat slabs. The utilization of shear reinforcement via shear studs or other means has become a choice for improving the punching shear capacity.
Ahmed Ebada +3 more
doaj +1 more source

