Skip to main content
Log in

A practical ANN model for predicting the PSS of two-way reinforced concrete slabs

  • Original Article
  • Published:
Engineering with Computers Aims and scope Submit manuscript

Abstract

This paper aims to develop a practical artificial neural network (ANN) model for predicting the punching shear strength (PSS) of two-way reinforced concrete slabs. In this regard, a total of 218 test results collected from the literature were used to develop the ANN models. Accordingly, the slab thickness, the width of the column section, the effective depth of the slab, the reinforcement ratio, the compressive strength of concrete, and the yield strength of reinforcement were considered as input variables. Meanwhile, the PSS was considered as the output variable. Several ANN models were developed, but the best model with the highest coefficient of determination (R2) and the smallest root mean square errors was retained. The performance of the best ANN model was compared with multiple linear regression and existing design code equations. The comparative results showed that the proposed ANN model was provided the most accurate prediction of PSS of two-way reinforced concrete slabs. The parametric study was carried out using the proposed ANN model to assess the effect of each input parameter on the PSS of two-way reinforced concrete slabs. Finally, a graphical user interface was developed to apply for practical design of PSS of two-way reinforced concrete slabs.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21

Similar content being viewed by others

References

  1. Adom-Asamoah M, Kankam CK (2008) Behaviour of reinforced concrete two-way slabs using steel bars milled from scrap metals. Mater Des 29:1125–1130

    Google Scholar 

  2. Elstner RC, Hognestad E (1956) Shearing strength of reinforced concrete slabs. J Proc 20:29–58

    Google Scholar 

  3. Moe J (1961) Shearing strength of reinforced concrete slabs and footings under concentrated loads. Portland Cement Association, Research and Development Laboratories

  4. Mowrer R, Vanderbilt M (1967) Shear strength of lightweight aggregate reinforced concrete flat plates. J Proc 20:722–729

    Google Scholar 

  5. Regan P (1986) Symmetric punching of reinforced concrete slabs. Mag Concret Res 38:115–128

    Google Scholar 

  6. Guandalini S, Burdet O, Muttoni A (2009) Punching tests of slabs with low reinforcement ratios. ACI Struct J 106(1):87–95

    Google Scholar 

  7. Sagaseta J, Muttoni A, Fernández Ruiz M, Tassinari L (2011) Non-axis-symmetrical punching shear around internal columns of RC slabs without transverse reinforcement. Mag Concret Res 1000098:17

    Google Scholar 

  8. Marzouk H, Hussein A (1991) Experimental investigation on the behavior of high-strength concrete slabs. ACI Struct J 88:701–713

    Google Scholar 

  9. Lips S, Fernández Ruiz M, Muttoni A (2012) Experimental investigation on punching strength and deformation capacity of shear-reinforced slabs. ACI Struct J 109:889–900

    Google Scholar 

  10. Theodorakopoulos D, Swamy R (2002) Ultimate punching shear strength analysis of slab–column connections. Cement Concr Compos 24:509–521

    Google Scholar 

  11. Metwally IM, Issa MS, El-Betar SA (2008) Punching shear resistance of normal and high strength reinforced concrete flat slabs. Civ Eng Res Mag 30:982–1004

    Google Scholar 

  12. Ozden S, Ersoy U, Ozturan T (2006) Punching shear tests of normal-and high-strength concrete flat plates. Can J Civ Eng 33:1389–1400

    Google Scholar 

  13. Birkle G, Dilger WH (2008) Influence of slab thickness on punching shear strength. ACI Struct J 105:180

    Google Scholar 

  14. Hegger J, Ricker M, Sherif AG, Windisch A (2010) Punching strength of reinforced concrete footings. ACI Struct J 107:494–496

    Google Scholar 

  15. Rizk E, Marzouk H, Hussein A (2011) Punching shear of thick plates with and without shear reinforcement. ACI Struct J 108:581

    Google Scholar 

  16. ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318–14). Farmington Hills, MI: American Concrete Institute

  17. Bs B (1997) Structural use of concrete, Part 1: code of practice for design and construction. British Standards Institution, UK

    Google Scholar 

  18. FIB MC (2010) Model code 2010—final draft, vol 1. Bulletins: Lausanne, Switzerland

  19. Narayanan R, Beeby A (2005) Designers’ guide to EN 1992-1-1 and EN 1992-1-2. Eurocode 2: design of concrete structures: general rules and rules for buildings and structural fire design. Thomas Telford, London

    Google Scholar 

  20. Naderpour H, Mirrashid M (2019) A neuro-fuzzy model for punching shear prediction of slab-column connections reinforced with FRP. Soft Comput Civ Eng 3:16–26

    Google Scholar 

  21. Chanda MM, Bandyopadhyay G, Banerjee N (2019) Analysis and estimation of foreign exchange reserves of India using soft computing techniques. IIMB Manag Rev. https://doi.org/10.1016/j.iimb.2019.10.010

    Article  Google Scholar 

  22. Yan Y, Wang L, Wang T, Wang X, Hu Y, Duan Q (2018) Application of soft computing techniques to multiphase flow measurement: a review. Flow Meas Instrum 60:30–43

    Google Scholar 

  23. Saridakis KM, Dentsoras AJ (2008) Soft computing in engineering design—a review. Adv Eng Inform 22:202–221

    Google Scholar 

  24. Salajegheh E, Gholizadeh S (2005) Optimum design of structures by an improved genetic algorithm using neural networks. Adv Eng Softw 36:757–767

    Google Scholar 

  25. Gandomi AH, Roke DA (2015) Assessment of artificial neural network and genetic programming as predictive tools. Adv Eng Softw 88:63–72

    Google Scholar 

  26. Asteris PG, Plevris V (2017) Anisotropic masonry failure criterion using artificial neural networks. Neural Comput Appl 28:2207–2229

    Google Scholar 

  27. Bahmania Z, Ghasemib MR, Mousaviamjadc SS, Gharehbaghid S (2019) Prediction of performance point of semi-rigid steel frames using artificial neural networks. Int J Intell Syst Appl 10:42–53

    Google Scholar 

  28. Tran V-L, Thai D-K, Kim S-E (2019) A new empirical formula for prediction of the axial compression capacity of CCFT columns. Steel Compos Struct 33:181–194

    Google Scholar 

  29. Hoang N-D (2019) Estimating punching shear capacity of steel fibre reinforced concrete slabs using sequential piecewise multiple linear regression and artificial neural network. Measurement 137:58–70

    Google Scholar 

  30. Akbarpour H, Akbarpour M (2017) Prediction of punching shear strength of two-way slabs using artificial neural network and adaptive neuro-fuzzy inference system. Neural Comput Appl 28:3273–3284

    Google Scholar 

  31. Abambres M, Lantsoght E (2018) Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads. SSRN 3368676

  32. Metwally IM (2013) Prediction of punching shear capacities of two-way concrete slabs reinforced with FRP bars. HBRC J 9:125–133

    Google Scholar 

  33. Menétrey P (2002) Synthesis of punching failure in reinforced concrete. Cement Concr Compos 24:497–507

    Google Scholar 

  34. Rochdi E, Bigaud D, Ferrier E, Hamelin P (2006) Ultimate behavior of CFRP strengthened RC flat slabs under a centrally applied load. Compos Struct 72:69–78

    Google Scholar 

  35. Park R, Gamble WL (1999) Reinforced concrete slabs. Wiley, Oxford

    Google Scholar 

  36. Kinnunen S, Nylander H (1960) Punching of concrete slabs without shear reinforcement. Elander, New York

    Google Scholar 

  37. Yitzhaki D (1966) Punching strength of reinforced concrete slabs. J Proc 20:527–542

    Google Scholar 

  38. Kinnunen S, Nylander H, Tolf P (1978) Investigations on punching at the division of building statics and structural engineering. Nordisk Betong 3:25–27

    Google Scholar 

  39. Regan P, Walker P, Zakaria K (1979) Tests of reinforced concrete flat slabs. CIRIA Proj RP 20:220

    Google Scholar 

  40. Rankin G, Long A (1987) Predicting the punching strength of conventional slab-column specimens. Proc Inst Civ Eng 82:327–346

    Google Scholar 

  41. PT (1988) Plattjocklekens inverkan pøa betongplattors høallfasthet vid genomstansning Försök med cirkulära platter. Department of Structural Mechanics and Engineering Royal Institute of Technology. Bulletin No. 146, Stockholm, p 64

  42. Gardner N (1990) Relationship of the punching shear capacity of reinforced concrete slabs with concrete strength. Struct J 87:66–71

    Google Scholar 

  43. Tomaszewicz A (1993) Punching shear capacity of reinforced concrete slabs. High strength concrete SP2-plates and shells. Report 2.3. Report No STF70A93082 SINTEF Trondheim

  44. Hallgren M (1998) Punching shear capacity of reinforced high-strength concrete slabs. Royal Institute Of Technology

  45. Ramdane K (1996) Punching shear of high performance concrete slabs. In: Proceedings of the fourth international symposium on utilization of high-strength/high performance concrete, pp 1015–26

  46. Li KKL (2002) Influence of size on punching shear strength of concrete slabs. McGill University, Canada

    Google Scholar 

  47. Guandalini S, Muttoni A (2004) Symmetrical punching tests on slabs without transverse reinforcement. Test Report

  48. Sundquist H, Kinnunen S (2004) The effect of column head and drop panels on the punching capacity of flat slabs Bulletin No. 82. Department of Civil and Architectural Engineering. Royal Institute of Technology, Stockholm

    Google Scholar 

  49. Hossin MA (2007) Crack analysis of reinforced concrete two-way slabs. Memorial University of Newfoundland, St. John’s

    Google Scholar 

  50. Marzouk R, Rizk E (2009) Punching analysis of reinforced concrete two-way slabs. Research Report RCS01, Faculty of Engineering and Applied Science, Memorial

  51. Chapra SC, Canale RP (2010) Numerical methods for engineers. McGraw-Hill Higher Education, Boston

    Google Scholar 

  52. Vu-Bac N, Lahmer T, Zhang Y, Zhuang X, Rabczuk T (2014) Stochastic predictions of interfacial characteristic of polymeric nanocomposites (PNCs). Compos B Eng 59:80–95

    Google Scholar 

  53. Golafshani EM, Ashour A (2016) A feasibility study of BBP for predicting shear capacity of FRP reinforced concrete beams without stirrups. Adv Eng Softw 97:29–39

    Google Scholar 

  54. Hagan MT, Menhaj MB (1994) Training feedforward networks with the Marquardt algorithm. IEEE Trans Neural Netw 5:989–993

    Google Scholar 

  55. Naderpour H, Mirrashid M (2018) An innovative approach for compressive strength estimation of mortars having calcium inosilicate minerals. J Build Eng 19:205–215

    Google Scholar 

  56. Tran V-L, Thai D-K, Kim S-E (2019) Application of ANN in predicting ACC of SCFST column. Compos Struct 20:111332

    Google Scholar 

  57. Ilkhani M, Naderpour H, Kheyroddin A (2019) A proposed novel approach for torsional strength prediction of RC beams. J Build Eng 20:100810

    Google Scholar 

  58. Dilger W, Birkle G, Mitchell D (2005) Effect of flexural reinforcement on punching shear resistance. Spec Publ 232:57–74

    Google Scholar 

  59. Bažant ZP, Cao Z (1987) Size effect in punching shear failure of slabs. ACI Struct J 84:44–53

    Google Scholar 

Download references

Acknowledgements

This research was supported by the National Research Foundation of Korea (NRF) funded by the Korea government (MSIT) (No. 2018R1A2A2A05018524 and No. 2019R1A4A1021702).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Seung-Eock Kim.

Ethics declarations

Conflict of interest

The author(s) declared no potential conflicts of interest with respect to the research, authorship, and/or publication of this article.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Electronic supplementary material

Below is the link to the electronic supplementary material.

Supplementary material 1 (XLSX 83 kb)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Tran, VL., Kim, SE. A practical ANN model for predicting the PSS of two-way reinforced concrete slabs. Engineering with Computers 37, 2303–2327 (2021). https://doi.org/10.1007/s00366-020-00944-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00366-020-00944-w

Keywords

Navigation