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Conclusion and Recommendation

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Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer

Part of the book series: SpringerBriefs in Applied Sciences and Technology ((BRIEFSAPPLSCIENCES))

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Abstract

This research study is focused on three aspects of concrete-filled double skin steel tubular (CFDST) columns; (1) relationship between thickness of outer steel tube, \(t_{0}\) and maximum temperature of concrete, (2) the residual strength of CFDST columns after fire exposure and (3) effectiveness of repair method using Single and Hybrid FRP on fire-damaged CFDST columns.

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Reference

  1. Kodur, V.K.R.: Performance-based fire resistance design of concrete-filled steel columns. J. Constr. Steel Res. 51(1), 21–36 (1999)

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Authors and Affiliations

  1. School of Civil Engineering, Universiti Sains Malaysia, Penang, Malaysia

    Kok Keong Choong

  2. School of Civil Engineering, Vellore Institute of Technology, Vellore, Tamil Nadu, India

    Jayaprakash Jaganathan

  3. Department of Civil Engineering, Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn, Johor, Malaysia

    Sharifah Salwa Mohd Zuki, Shahiron Shahidan & Nurul Izzati Raihan Ramzi Hannan

Authors
  1. Kok Keong Choong
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  2. Jayaprakash Jaganathan
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  3. Sharifah Salwa Mohd Zuki
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  4. Shahiron Shahidan
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  5. Nurul Izzati Raihan Ramzi Hannan
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Corresponding author

Correspondence to Kok Keong Choong .

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© 2021 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

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Choong, K., Jaganathan, J., Mohd Zuki, S.S., Shahidan, S., Ramzi Hannan, N. (2021). Conclusion and Recommendation. In: Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer. SpringerBriefs in Applied Sciences and Technology. Springer, Singapore. https://doi.org/10.1007/978-981-16-2715-6_6

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