Skip to main content

Compressive Behavior of Circular Sawdust-Reinforced Ice-Filled Large Rupture Strain Fiber-Reinforced Polymer Tubular Short Columns

  • Conference paper
  • First Online:

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 198))

Abstract

The low temperature restricts the use of concrete in cold regions. As a building material since ancient times, the local ice might be a good substitute for concrete. In order to take full advantages of ice and to overcome its shortcomings, sawdust-reinforced ice-filled large rupture strain (LRS) fiber-reinforced polymer (FRP) tubular (SFLFT) column is innovatively developed in this paper, which holds great potential to serve as a compression member in cold areas. It is composed of an external LRS FRP tube filled with sawdust-reinforced ice. This paper presents an investigation on the axial compressive behavior of circular SFLFT short columns. A total of nine circular short columns, including three unconfined sawdust-reinforced ice specimens and six SFLFT specimens, were axially loaded to demonstrate the concept of the proposed novel columns. The main test variable was the number of FRP layers in the LRS FRP tubes. Test results indicated that the typical failure mode of SFLFT specimens is the hoop rupture of LRS FRP tubes near the mid-height region. The axial stress vs. strain responses of the LRS FRP-confined sawdust-reinforced ice exhibited an approximately bilinear shape. Both the compressive strength and the peak axial strain of the confined ice were approximately linearly increased with the increasing number of LRS FRP layers. A stress vs. strain model was proposed to evaluate the stress vs. strain response of confined sawdust-reinforced ice with reasonable accuracy.

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

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   509.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   649.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   649.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

References

  • ASTM D3039/D3039M-17 (2017) Standard test method for tensile properties of polymer matrix composites materials. ASTM International, West Conshohocken, PA

    Google Scholar 

  • Bai Y, Dai J, Mohammadi M, Lin G, Mei S (2019) Stiffness-based design-oriented compressive stress-strain model for large-rupture-strain (LRS) FRP-confined concrete. Compos Struct 223:110953

    Article  Google Scholar 

  • Chen G (2018) Behavior of ice-filled steel/FRP tubular stub columns under axial compression. Master thesis, Dalian University of Technology (in Chinese)

    Google Scholar 

  • Dai J, Bai Y, Teng JG (2011) Behavior and modeling of concrete confined with FRP composites of large deformability. J Compos Constr 15(6):963–973

    Article  Google Scholar 

  • Ispir M (2015) Monotonic and cyclic compression tests on concrete confined with PET-FRP. J Compos Constr 19(1):04014034

    Article  Google Scholar 

  • Lam L, Teng JG (2003) Design-oriented stress-strain model for FRP-confined concrete. Constr Build Mater 17(6–7):471–489

    Article  Google Scholar 

  • Li JH, Wei Z, Wu C (2015) Preparation and properties of novel building materials at low temperature. Mater Des 67:464–468

    Article  Google Scholar 

  • Masterson DM (2009) State of the art of ice bearing capacity and ice construction. Cold Reg Sci Technol 58(3):99–112

    Article  Google Scholar 

  • Nixon WA, Weber LJ (1995) Reinforcement percentage effects on bending strength of soil-ice mixtures. J. Cold Reg Eng 9(3):152–163

    Article  Google Scholar 

  • Petrovic JJ (2003) Mechanical properties of ice and snow. J Mater Sci 38(1):1–6

    Article  Google Scholar 

  • Pronk A et al (2019) The 2017-18 design and construction of ice composite structures in Harbin. Structures 18:117–127

    Article  Google Scholar 

  • Pimanmas A, Saleem S (2019) Evaluation of existing stress-strain models and modeling of PET FRP-confined concrete. J Mater Civ Eng 31(12):04019303

    Article  Google Scholar 

  • Schulson EM (2001) Brittle failure of ice. Eng Fract Mech 68(17–18):1839–1887

    Article  Google Scholar 

  • Vasiliev NK (1993) On development of fibre-ice-composites. Cold Reg Sci Technol 21(2):195–199

    Article  Google Scholar 

  • Vasiliev NK, Pronk ADC, Shatalina IN, Janssen FHME, Houben RWG (2015) A review on the development of reinforced ice for use as a building material in cold regions. Cold Reg Sci Technol 115:56–63

    Article  Google Scholar 

  • Wang Y, Chen G, Wan B, Lin H, Zhang J (2018) Behavior of innovative circular ice filled steel tubular stub columns under axial compression. Constr Build Mater 171:680–689

    Article  Google Scholar 

  • Wang Y, Chen G, Wan B, Lin H (2018) Axial compressive behavior of square ice filled steel tubular stub columns. Constr Build Mater 188:198–209

    Article  Google Scholar 

  • Wang Y, Wang Y, Wan B, Han B, Cai G, Chang R (2018) Strain and damage self-sensing of basalt fiber reinforced polymer laminates fabricated with carbon nanofibers/epoxy composites under tension. Compos A Appl Sci Manuf 113:40–52

    Article  Google Scholar 

  • Wang Y, Cai G, Li Y, Waldmann D, Larbi AS, Tsavdaridis KD (2019) Behavior of circular fiber-reinforced polymer–steel-confined concrete columns subjected to reversed cyclic loads: experimental studies and finite-element analysis. J Struct Eng 145(9):04019085

    Article  Google Scholar 

  • Wang Y, Chen G, Wan B, Xu Q (2019) Experimental study of axial compressive behavior of large rupture strain FRP confined ice stub columns. Ind Constr 49(10):59–63 (in Chinese)

    Google Scholar 

  • Wang Y, Chen G, Wan B, Cai G, Zhang Y (2020) Behavior of circular ice-filled self-luminous FRP tubular stub columns under axial compression. Constr Build Mater 232:117287

    Article  Google Scholar 

  • Yasui M, Schulson EM, Renshaw CE (2017) Experimental studies on mechanical properties and ductile-to-brittle transition of ice-silica mixtures: Young’s modulus, compressive strength, and fracture toughness. J Geophys Res Solid Earth 122(8):6012–6030

    Article  Google Scholar 

Download references

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Project Nos. 51778102 and 51978126).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Yanlei Wang .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Wang, Y., Chen, G., Wan, B. (2022). Compressive Behavior of Circular Sawdust-Reinforced Ice-Filled Large Rupture Strain Fiber-Reinforced Polymer Tubular Short Columns. In: Ilki, A., Ispir, M., Inci, P. (eds) 10th International Conference on FRP Composites in Civil Engineering. CICE 2021. Lecture Notes in Civil Engineering, vol 198. Springer, Cham. https://doi.org/10.1007/978-3-030-88166-5_91

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-88166-5_91

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-88165-8

  • Online ISBN: 978-3-030-88166-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics