Design of Flat Slabs Height

Ľudovít Fillo; Jana Labudková; Ján Hanzel

doi:10.4028/www.scientific.net/AMR.1106.221

Paper Titles

Effects of Creep and Shrinkage on an Integrated Arch Structure
p.199

Experimental Verification of Plan Curved Arch Structures
p.203

Plate-Element Numerical Model of a Bridge across the Hostovsky Creek
p.207

Punching Resistance of Flat Slabs without Shear Reinforcement
p.213

Calculation of the Minimum Reinforcement for Limitation of Crack Width According to Change of National Annex for ČSN EN 1992-1-1
p.217

Design of Flat Slabs Height
p.221

Impact Testing of Concrete Using a Drop-Weight Impact Machine
p.225

Overall Reliability of the Concrete Columns in Case of Stability Loss
p.229

Punching Analysis of a Flat Slab with a Change in Elevation
p.233

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1106Design of Flat Slabs Height

Design of Flat Slabs Height

Abstract:

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 [1]. The paper will deal with the new requirements concerning the maximum punching shear resistance, based on the k_max factor and design of min flat slabs height.

You might also be interested in these eBooks

Proceedings from 21st Czech Concrete Day 2014

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1106)

Pages:

221-224

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1106.221

Citation:

Cite this paper

Online since:

June 2015

Authors:

Ľudovít Fillo*, Jana Labudková, Ján Hanzel

Keywords:

Flat Slab, Punching, Shear Resistance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] L. Fillo,J. Halvonik, The Maximum Punching Shear Resistance of Flat Slabs. In: Concrete and Concrete Structures, Conference Vrátna SK (2013)376-381.

DOI: 10.1016/j.proeng.2013.09.058

Google Scholar

[2] M.F. Ruiz, A. Muttoni,. Application of Critical Shear Crack Theory to Punching of RC Slabs with Transverse Reinforcement, ACI Structural Journal V. 106 No. 4 (2009) 485-494.

DOI: 10.14359/56614

Google Scholar

[3] J. Hegger,C. Siburg, Punching – Comparison of Design Rules and Experimental Data, in Proceedings of Workshop Design of Concrete Structures using EN 1992-1-1, Prague (2010) 113-124.

Google Scholar

[4] S.L. Burtscher, G, Rinnhofer,V. Benko,J. Kollegger Destructive large-scale tests on highly reinforced spun concrete columns (Zerstörende Großversuche an hochbewehrten Schleuderbetonstützen). Bauingenieur, Band 78 (2003)187-193.

Google Scholar