Punching Resistance of Flat Slabs with Openings – Experimental Investigation

Tomáš Augustín; Ľudovít Fillo; Jaroslav Halvonik; Marián Marčiš

doi:10.4028/www.scientific.net/SSP.272.41

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Development of Electrically Conductive Composite Sensors with the Addition of Functional Fillers
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Punching Resistance of Flat Slabs with Openings – Experimental Investigation
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Thermal Analysis of Concrete from Panels Subjected to Fire Experiments
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Screw Anchors Used as Post-Installed Shear Reinforcement in Flat Slabs
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Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress
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Punching Resistance of Flat Slabs with Openings – Experimental Investigation

Abstract:

Flat slabs are commonly used structures in contemporary architecture. Although their common use there is still problem in design of these structures. The openings adjacent to a column are often used for plumbing and such a position of the openings increases shear stresses in the flat slab near the column. This paper deals with experimental work focused on the punching shear resistance of the flat slab specimens with openings adjacent to column compared to the flat slab specimens without openings. The opening influence is determined experimentally and by using models for the assessment of punching resistance from relevant standards and codes. The material properties of concrete and reinforcing steel were obtained from the laboratory tests.

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Periodical:

Solid State Phenomena (Volume 272)

Pages:

41-46

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.272.41

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Online since:

February 2018

Authors:

Tomáš Augustín*, Ľudovít Fillo, Jaroslav Halvonik, Marián Marčiš

Keywords:

Flat Slabs, Openings, Punching Shear, Resistance

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References

[1] STN EN 1992-1-1:2004/AC (2010), Eurocode 2: Design of Concrete Structures – Part 1- 1: General Rules and Rules for Buildings, (2010).

Google Scholar

[2] M. F. Ruiz, A. Muttoni, Punching Shear Design Based on the Critical Shear Crack Theory. In: Betonárske Dni 2014: Conference proceedings. Bratislava, 23. – 24. October (2014).

Google Scholar

[3] Fib – Model Code 2010. Final draft. CEB, (2011).

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[4] M. F. Ruiz, A. Muttoni, J. T. Simoes, F. Cavagnis, Background Document to Provisions for Shear and Punching Shear Design, Report IBETON 16‐06‐R1, Lausanne, (2016).

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