Experimental Research of FRP Composite Tube Confined Steel-reinforced Concrete Stub Columns Under Axial Compression

Ji Zhong Wang; Lu Cheng; Xin Pei Wang

doi:10.1051/e3sconf/20183803035

All issues

Volume 38 (2018)

E3S Web Conf., 38 (2018) 03035

References

Open Access

Issue		E3S Web Conf. Volume 38, 2018 2018 4^th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)


Article Number		03035
Number of page(s)		5
Section		Water Conservancy and Civil Engineering
DOI		https://doi.org/10.1051/e3sconf/20183803035
Published online		04 June 2018

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Mirmiran A, Shahawy M. A new concrete-filled hollow FRP composite column[J]. Composites Part B Engineering, 1996, 27(3-4): 263-268. [CrossRef] [Google Scholar]
Mirmiran A, Shahawy M. Behavior of concrete columns confined by fiber composites[J]. Journal of Structural Engineering, 1997, 123(5): 583-590. [CrossRef] [Google Scholar]
Zhu Z, Ahmad I, Mirmiran A. Effect of Column Parameters on Axial Compression Behavior of Concrete-Filled FRP Tubes[J]. Advances in Structural Engineering, 2005, 8(4): 443-450. [CrossRef] [Google Scholar]
Ozbakkaloglu T, Saatcioglu M. Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes[J]. Journal of Composites for Construction, 2006, 10(6): 538-549. [CrossRef] [Google Scholar]
Wang L G, Chen B L. Steel Reinforced Concrete-Filled Glass Fiber Reinforced Polymer or Steel Tubular Structures[M]. Liaoning Scientific & Technical Publishers, Shenyang, 2013. [Google Scholar]
Wang L G, Qin G P, Zhou L. Experimental research of gfrp tube columns filled with steel-reinforced high-strength concrete subjected to axial loading[J]. Engineering Mechanics, 2009. [Google Scholar]

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[1] Saadatmanesh H. Fiber composites for new and existing structures[J]. Aci Structural Journal, 1994, 91(3): 346-354. [Google Scholar]

[2] Tanwongsval S, Maalej M, Paramasivam P. Strengthening of RC wall-like columns with FRP under sustained loading[J]. Materials & Structures, 2003, 36(5): 282-290. [CrossRef] [Google Scholar]

[3] Lau K T, Zhou L M. Mechanical performance of composite-strengthened concrete structures[J]. Composites Part B Engineering, 2001, 32(1): 21-31. [CrossRef] [Google Scholar]

[4] Sheikh S A, Jaffry S A D, Cui C. Investigation of glass-fibre-reinforced-polymer shells as formwork and. [J]. Canadian Journal of Civil Engineering, 2007, 34(3): 389-402. [CrossRef] [Google Scholar]

[5] Xiao J, Huang Y. On the seismic behavior and damage assessment of recycled aggregate concrete filled GFRP tube column[J]. China Civil Engineering Journal, 2012, 45(11): 112-120. [Google Scholar]

[6] Mirmiran A, Shahawy M. A new concrete-filled hollow FRP composite column[J]. Composites Part B Engineering, 1996, 27(3-4): 263-268. [CrossRef] [Google Scholar]

[7] Mirmiran A, Shahawy M. Behavior of concrete columns confined by fiber composites[J]. Journal of Structural Engineering, 1997, 123(5): 583-590. [CrossRef] [Google Scholar]

[8] Zhu Z, Ahmad I, Mirmiran A. Effect of Column Parameters on Axial Compression Behavior of Concrete-Filled FRP Tubes[J]. Advances in Structural Engineering, 2005, 8(4): 443-450. [CrossRef] [Google Scholar]

[9] Ozbakkaloglu T, Saatcioglu M. Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes[J]. Journal of Composites for Construction, 2006, 10(6): 538-549. [CrossRef] [Google Scholar]

[10] Wang L G, Chen B L. Steel Reinforced Concrete-Filled Glass Fiber Reinforced Polymer or Steel Tubular Structures[M]. Liaoning Scientific & Technical Publishers, Shenyang, 2013. [Google Scholar]

[11] Wang L G, Qin G P, Zhou L. Experimental research of gfrp tube columns filled with steel-reinforced high-strength concrete subjected to axial loading[J]. Engineering Mechanics, 2009. [Google Scholar]