Comparison of the Behaviour of Axially Loaded Slender Hollow Steel Tubes and Concrete Filled Steel Tubes

  • Conference paper
  • First Online:
Proceedings of the Indian Structural Steel Conference 2020 (Vol. 2) (ISSC 2020)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 319))

Included in the following conference series:

  • 142 Accesses

Abstract

Concrete filled steel tubes (CFSTs) are composite members in which concrete is encased within hollow steel tubes (HSTs). To understand the influence of the concrete core on the elastic local buckling stress and the axial strength of the steel tube, finite-element (FE) models of HST and CFST are developed using ABAQUS. From the FE analysis of CFST, it is evident that even for a diameter to thickness ratio (D/t) of 150 which is much higher than the (D/t) limit for slender members (D/t = 110), local buckling is not observed up to the ultimate load. This explains the reason for the highly conservative prediction of slender CFSTs by AISC 360-16. In addition, the yielding of the steel tube occurs before the peak strength of CFST is achieved, and the reduction in the load carrying capacity beyond peak load is due to the crushing of the core concrete. It is also observed that the axial strength of steel in CFSTs can be much lower than that predicted in the literature and codal provisions due to development of hoop stresses.

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

Access this chapter

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. Chen WF, Han DJ (2007) Plasticity for structural engineers. J Ross Publishing

    Google Scholar 

  2. AISC 360-16 (2019) Load and resistance factor design (LRFD) specification for structural steel buildings. American Institute of Steel Construction, Chicago (IL, USA)

    Google Scholar 

  3. Lai Z, Varma AH (2015) Noncompact and slender circular CFT members: Experimental database, analysis, and design. J Constr Steel Res 106:220–233

    Article  Google Scholar 

  4. Lai MH, Ho JCM (2016) A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns. Eng Struct 125:124–143

    Article  Google Scholar 

  5. Timoshenko SP, Gere JM (2009) Theory of elastic stability. Courier Corporation

    Google Scholar 

  6. Tao Z, Wang ZB, Yu Q (2013) Finite element modelling of concrete-filled steel stub columns under axial compression. J Constr Steel Res 89:121–131

    Article  Google Scholar 

  7. Bannister AC (1998) Contribution to sub-task 2.3: assessment of the occurrence and significance of yield plateaus in structural steels. Report No. SINTAP/BS/19, Brite-Euram BE95-1426

    Google Scholar 

  8. Papanikolaou VK, Kappos AJ (2007) Confinement-sensitive plasticity constitutive model for concrete in triaxial compression. Int J Solids Struct 44(21):7021–7048

    Article  MATH  Google Scholar 

  9. Yu T, Teng JG, Wong YL, Dong SL (2010) Finite element modelling of confined concrete-II: plastic-damage model. Eng Struct 32(3):680–691

    Article  Google Scholar 

  10. Karthik MM, Mander JB (2011) Stress-block parameters for unconfined and confined concrete based on a unified stress-strain model. J Struct Eng 137(2):270–273

    Article  Google Scholar 

  11. O’Shea MD, Bridge RQ (1997) Local buckling of thin-walled circular steel sections with or without internal restraint. J Constr Steel Res 41(2–3):137–157

    Article  Google Scholar 

  12. Huang CS, Yeh YK, Liu GY, Hu HT, Tsai KC, Weng YT, Wang SH, Wu MH (2002) Axial load behavior of stiffened concrete-filled steel columns. J Struct Eng 128(9):1222–1230

    Article  Google Scholar 

  13. Giakoumelis G, Lam D (2004) Axial capacity of circular concrete-filled tube columns. J Constr Steel Res 60(7):1049–1068

    Article  Google Scholar 

  14. Lu ZH, Zhao YG (2010) Suggested empirical models for the axial capacity of circular CFT stub columns. J Constr Steel Res 66(6):850–862

    Article  Google Scholar 

  15. Sakino K, Nakahara H, Morino S, Nishiyama I (2004) Behavior of centrally loaded concrete-filled steel-tube short columns. J Struct Eng 130(2):180–188

    Article  Google Scholar 

  16. ACI 318-14 (2014) Building code requirements for structural concrete (ACI 318-14) and commentary (ACI 318R-14). American Concrete Institute, Farmington Hills (MI, USA)

    Google Scholar 

  17. ABAQUS (2017) (Dassault systemes, 2016) Dassault systemes. 2016. ABAQUS/CAE 2017. Dassault Systemes Simulia Corp, Rhode Island, USA

    Google Scholar 

  18. EN 1994-1-1 (2001) Design of composite steel and concrete structures. Part 1.1, General rules and rules for buildings. European Committee for standardization: British Standards Institution

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Rebecca Mary Paul .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

Âİ 2023 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Paul, R.M., Karthik, M.M., Kumar, M.V.A. (2023). Comparison of the Behaviour of Axially Loaded Slender Hollow Steel Tubes and Concrete Filled Steel Tubes. In: Madhavan, M., Davidson, J.S., Shanmugam, N.E. (eds) Proceedings of the Indian Structural Steel Conference 2020 (Vol. 2). ISSC 2020. Lecture Notes in Civil Engineering, vol 319. Springer, Singapore. https://doi.org/10.1007/978-981-19-9394-7_6

Download citation

  • DOI: https://doi.org/10.1007/978-981-19-9394-7_6

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-19-9393-0

  • Online ISBN: 978-981-19-9394-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Navigation