Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios

Kian Karimi; Michael J. Tait; Wael W. El-Dakhakhni

doi:10.1016/j.engstruct.2012.08.016

journal article Jan 01, 2013

Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios

Kian Karimi Michael J. Tait Wael W. El-Dakhakhni

Engineering Structures Vol. 46 pp. 526-534 · Elsevier BV

View at Publisher Save 10.1016/j.engstruct.2012.08.016

Topics

No keywords indexed for this article. Browse by subject →

References

17

[1]

Teng "Hybrid FRP-concrete-steel tubular columns: concept and behavior" J Constr Build Mater (2007) 10.1016/j.conbuildmat.2006.06.017

[2]

Ozbakkaloglu "Manufacture and testing of a novel FRP tube confinement system" Eng Struct (2008) 10.1016/j.engstruct.2008.01.014

[3]

Mohamed "Axial load capacity of concrete-filled FRP tube columns: experimental versus theoretical prediction" J Compos Constr (2010) 10.1061/(asce)cc.1943-5614.0000066

[4]

Karimi "Testing and modeling of a novel FRP-encased steel-concrete composite column" J Compos Struct (2011) 10.1016/j.compstruct.2010.11.017

[5]

Karimi "Influence of slenderness on the behavior of a FRP-encased steel concrete composite column" J Compos Constr (2011)

[6]

Saafi "Behavior of concrete columns confined with fiber reinforced polymer tubes" ACI Mater J (1999)

[7]

Therlault "Design equations for axially loaded reinforced concrete columns strengthened with fibre reinforced polymer wraps" Can J Civ Eng (2000) 10.1139/l00-019

[8]

Binici "Analysis of reinforced concrete columns retrofitted with fiber reinforced polymer lamina" J Compos Part B – Eng (2007) 10.1016/j.compositesb.2006.01.006

[9]

Eid "Analytical model for FRP-confined circular reinforced concrete columns" J Compos Constr (2008) 10.1061/(asce)1090-0268(2008)12:5(541)

[10]

Mirmiran "Slenderness limit for hybrid FRP-concrete columns" J Compos Constr (2001) 10.1061/(asce)1090-0268(2001)5:1(26)

[11]

Liu "Rehabilitation of compression steel members using FRP pipes filled with non-expansive and expansive light-weight concrete" J Adv Struct Eng (2005) 10.1260/1369433054038029

[12]

Shaat "Fiber-element model for slender HSS columns retrofitted with bonded high-modulus composites" J Struct Eng (2007) 10.1061/(asce)0733-9445(2007)133:1(85)

[13]

Bank (2006)

[14]

Daniel (2006)

[15]

Design-oriented stress–strain model for FRP-confined concrete

L. Lam, J.G. Teng

Construction and Building Materials 2003 10.1016/s0950-0618(03)00045-x

[16]

CSA. Limit states design of steel structures. Standard CAN/CSA S16-09. Canadian Standards Association, Mississauga, Ont.; 2009.

[17]

CSA. Design and construction of building components with fibre-reinforced polymers. CAN/CSA-806-02. Rexdale BD, Toronto; 2002.

Metrics

32

Citations

17

References

Details

Published: Jan 01, 2013
Vol/Issue: 46
Pages: 526-534

Authors

Cite This Article

Kian Karimi, Michael J. Tait, Wael W. El-Dakhakhni (2013). Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios. Engineering Structures, 46, 526-534. https://doi.org/10.1016/j.engstruct.2012.08.016

Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios

You May Also Like