Abstract
The paper deals with statistical analysis of engineering data set. The purpose of analysis is to stipulate suitability of formulas that compete for being involved in prepared EuroCode that will be valid from 2020. Authors dispose with a sufficient numbers of lab tests. Having input geometrical and physical parameters of each experiment at hand, the corresponding theoretical value is computed by using three formulas provided by three models. Case by case, the ratio between measured and theoretical value reveal the safety immediately: greater then one means safety, less then one means failure. This ratio stands as the one parametric dimensionless statistical variable which is analysed afterwards.
The preliminary version of this paper was presented at the 3rd Conference on Information Technology, Systems Research and Computational Physics, 2–5 July 2018, Cracow, Poland [3].
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
EN1992-1-1 Design of Concrete Structures, Part 1-1 General Rules and Rules for Buildings, May 2004
Fédération Internationale du Béton (fib), Model Code 2010 - Final draft, vol. 1, Fédération Internationale du Béton, Bulletin 65, Lausanne, Switzerland, vol. 2 (2012)
Kalická, J., Minárová, M., Halvoník, J., Majtánová, L.: Statistical analysis of models’ reliability for punching resistance assessment. In: Kulczycki, P., Kowalski, P.A., Łukasik, S. (eds.) Contemporary Computational Science, p. 79. AGH-UST Press, Cracow (2018)
Muttoni, A., Schwartz, J.: Behaviour of beams and punching in slabs without shear reinforcement. In: IABSE Colloquium, Switzerland, Zurich, vol. 62, pp. 703–708 (1991)
Muttoni, A., Fernández, Ruiz M.: Shear strength of members without transverse reinforcement as function of critical shear crack width. ACI Struct. J. 105(2), 163–172 (2008)
Muttoni, A., Fernández Ruiz, M.: The levels-of-approximation approach in MC 2010: applications to punching shear provisions. Struct. Concr. 13(1), 32–41 (2012)
Muttoni, A., Fernández Ruiz, M.: The critical shear crack theory for punching design: From mechanical model to closed-form design expressions. Punching shear of structural concrete slabs, Honoring Neil M. Hawkins ACI-fib International Symposium, pp. 237-252, April 2017
Zsutty, T.: Beam shear strength prediction by analysis of existing data. ACI J. 65(11), 943–951 (1968)
The Wolfram Language: Fast Introduction for Programmers. http://www.wolfram.com/language/fast-introduction-for-programmers/en/
Mendelhall, W., Sincich, T.: Statistics for the Engineering and Computer Sciences. Dellen Publishing Company, San Francisco (1988)
Acknowledgement
This work was supported by grants APVV-14-0013, VEGA 1/0810/16 and VEGA-1/0420/15.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Kalická, J., Minárová, M., Halvoník, J., Majtánová, L. (2020). Statistical Analysis of Models’ Reliability for Punching Resistance Assessment. In: Kulczycki, P., Kacprzyk, J., Kóczy, L., Mesiar, R., Wisniewski, R. (eds) Information Technology, Systems Research, and Computational Physics. ITSRCP 2018. Advances in Intelligent Systems and Computing, vol 945. Springer, Cham. https://doi.org/10.1007/978-3-030-18058-4_26
Download citation
DOI: https://doi.org/10.1007/978-3-030-18058-4_26
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-18057-7
Online ISBN: 978-3-030-18058-4
eBook Packages: Intelligent Technologies and RoboticsIntelligent Technologies and Robotics (R0)