Skip to main content
Log in

Performance Evaluation of Pre-fabricated Footing Using Cold-Formed Steel of Lipped C-Channel Section

  • Research Article - Civil Engineering
  • Published:
Arabian Journal for Science and Engineering Aims and scope Submit manuscript

Abstract

Conventional pad footing with temporary formwork using plywood or timber is not environmentally friendly and does not contribute to the strength of the foundation. This paper proposed the use of cold-formed lipped channel sections in pre-fabricated pad footings to increase the load capacity and speed up the construction time in addition to the reduction in timber used as the formwork, which leads to eco-friendly construction. An experimental investigation on the proposed pad footing was carried out in this study. Twelve specimens were made and tested with the axial compression force applied to the footing through the column stump to investigate the failure criterion of the footing due to cracks, overall deformation, and load-carrying capacity. All notable failures on the footing specimens were carefully observed and reported. The findings from the experimental investigations revealed a reasonable agreement with the theoretical models calculated based on CEN-EC2. The pre-fabricated composite pad footing demonstrated significant increment in strength as the footing was strengthened using steel sections, instead of steel bar, in comparison with that of conventional pad footing. The study revealed that the proposed pad footing system has the potential to be used as a structural component in mid-rise light-framed steel structures.

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

Similar content being viewed by others

References

  1. Lehman, D.E.; Roeder, C.W.: Foundation connections for circular concrete-filled tubes. J. Constr. Steel Res. 78, 212–225 (2012)

    Article  Google Scholar 

  2. Das, B.M.: Shallow Foundations: Bearing Capacity and Settlement. CRC Press, Boca Raton (2017)

    Book  Google Scholar 

  3. Tahir, M.M.; Mohammadhosseini, H.; Ngian, S.P.; Effendi, M.K.: I-beam to square hollow column blind bolted moment connection: experimental and numerical study. J. Constr. Steel Res. 148, 383–398 (2018)

    Article  Google Scholar 

  4. Neville, E.P.; Robertson, I.N.: Development of a Research Program for Corrosion of Galvanized Fasteners Used in Cold-Formed Steel Framing. Department of Civil Engineering, College of Engineering, University of Hawaii, Hawaii (2003)

    Google Scholar 

  5. Lim, N.H.A.S.; Mohammadhosseini, H.; Tahir, M.M.; Samadi, M.; Sam, A.R.M.: Microstructure and strength properties of mortar containing waste ceramic nanoparticles. Arab. J. Sci. Eng. 43(10), 5305–5313 (2018)

    Article  Google Scholar 

  6. Mohammadhosseini, H.; Tahir, M.M.: Durability performance of concrete incorporating waste metalized plastic fibres and palm oil fuel ash. Constr. Build. Mater. 180, 92–102 (2018)

    Article  Google Scholar 

  7. Oehlers, D.J.: Composite profiled beams. J. Struct. Eng. 119(4), 1085–1100 (1993)

    Article  Google Scholar 

  8. Oehlers, D.J.; Wright, H.D.; Burnet, M.J.: Flexural strength of profiled beams. J. Struct. Eng. 120(2), 378–393 (1994)

    Article  Google Scholar 

  9. De Andrade, S.A.L.; Vellasco, P.C.G.; Mergulhao, A.J.R.: Structural assessment of cold-formed composite structures. Steel Compos. Struct. 2(5), 397–410 (2002)

    Article  Google Scholar 

  10. Hossain, K.M.A.: Designing thin-walled composite-filled beams. Struct. Build. 158(SB4), 267–278 (2005)

    Article  Google Scholar 

  11. Helena, H.J.; Knight, G.M.S.: Behaviour of cold-formed steel hollow and concrete-filled members. Steel Compos. Struct. 5(1), 35–47 (2005)

    Article  Google Scholar 

  12. Stamatopoulos, G.N.; Ermopoulos, J.C.: Experimental and analytical investigation of steel column bases. J. Constr. Steel Res. 67(9), 1341–1357 (2011)

    Article  Google Scholar 

  13. Mohammadhosseini, H.; Lim, N.H.A.S.; Tahir, M.M.; Alyousef, R.; Alabduljabbar, H.; Samadi, M.: Enhanced performance of green mortar comprising high volume of ceramic waste in aggressive environments. Constr. Build. Mater. 212, 607–617 (2019)

    Article  Google Scholar 

  14. Shim, C.; Lee, S.; Park, S.; Koem, C.: Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars. Eng. Struct. 132, 671–683 (2017)

    Article  Google Scholar 

  15. Lawson, R.M.: Steel Construction Institute and British Constructional Steelwork Association, SCI P055, Design of composite slabs and beams with steel decking, Silwood Park, Ascot, Berks SL 7QN, London (1993)

  16. CEN-EC2, CEN. Eurocode 2. Design of concrete structures—Part 1–1. General rules and rules for buildings. EN 1992-1-1:2004:E (2004)

  17. Mohammadhosseini, H.; Tahir, M.M.: Production of sustainable fibre-reinforced concrete incorporating waste chopped metallic film fibres and palm oil fuel ash. Sādhanā 43(10), 156 (2018)

    Google Scholar 

  18. Haron, N.A.; Hassim, S.; Kadir, M.R.A.; Jaafa, M.S.: Building cost comparison between conventional and formwork system. Jurnal Teknologi. 43(B), 1–11 (2005)

    Google Scholar 

  19. Mohammadhosseini, H.; Lim, N.H.A.S.; Sam, A.R.M.; Samadi, M.: Effects of elevated temperatures on residual properties of concrete reinforced with waste polypropylene carpet fibres. Arab. J. Sci. Eng. 43(4), 1673–1686 (2018)

    Article  Google Scholar 

  20. Mohammadhosseini, H.; Tahir, M.M.; Sayyed, M.I.: Strength and transport properties of concrete composites incorporating waste carpet fibres and palm oil fuel ash. J. Build. Eng. 20, 156–165 (2018)

    Article  Google Scholar 

  21. Lee, D.H.; Kim, S.J.; Lee, M.S.; Paik, J.K.: Ultimate limit state based design versus allowable working stress based design for box girder crane structures. Thin Walled Struct. 134, 491–507 (2019)

    Article  Google Scholar 

  22. Mosley, W.H.; Bungey, J.H.; Hulse, R.: Reinforced Concrete Design, 5th edn. Palgrave, Bristol (1999)

    Book  Google Scholar 

  23. Zeynalian, M.; Bolkhari, S.; Rafeei, P.: Structural performance of cold-formed steel trusses used in electric power substations. J. Constr. Steel Res. 147, 53–61 (2018)

    Article  Google Scholar 

  24. Tang, G.; Yin, L.; Li, Z.; Pan, C.; Lai, H.: Structural performance of double-wall steel insulation silo with multiple bolted joints. J. Constr. Steel Res. 139, 411–423 (2017)

    Article  Google Scholar 

  25. Bahrebar, M.; Kabir, M.Z.; Zirakian, T.; Hajsadeghi, M.; Lim, J.B.: Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls. J. Constr. Steel Res. 122, 584–594 (2016)

    Article  Google Scholar 

  26. Alhajri, T.M.; Tahir, M.M.; Azimi, M.; Mirza, J.; Lawan, M.M.; Alenezi, K.K.; Ragaee, M.B.: Behavior of pre-cast U-shaped composite beam integrating cold-formed steel with ferro-cement slab. Thin Walled Struct. 102, 18–29 (2016)

    Article  Google Scholar 

  27. Manikandan, P.; Aruna, G.; Balaji, S.; Sukumar, S.; Sivakumar, M.: Evaluation on effectiveness of cold-formed steel column with various types of edge stiffener. Arab. J. Sci. Eng. 42(9), 4157–4168 (2017)

    Article  Google Scholar 

  28. Chen, M.T.; Young, B.: Structural behavior of cold-formed steel semi-oval hollow section beams. Eng. Struct. 185(2019), 400–411 (2019)

    Google Scholar 

  29. Pham, S.H.; Pham, C.H.; Hancock, G.J.: Experimental study of shear strength of cold-formed channels with an aspect ratio of 2.0. J. Constr. Steel Res. 149, 141–152 (2018)

    Article  Google Scholar 

Download references

Acknowledgements

The authors gratefully acknowledge the financial support received from Universiti Teknologi Malaysia (UTM) under Grant No. Q.J130000.21A2.04E11.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hossein Mohammadhosseini.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Tahir, M.M., Mohammadhosseini, H., Alyousef, R. et al. Performance Evaluation of Pre-fabricated Footing Using Cold-Formed Steel of Lipped C-Channel Section. Arab J Sci Eng 44, 8225–8238 (2019). https://doi.org/10.1007/s13369-019-04079-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13369-019-04079-z

Keywords

Navigation