Analysis of Bearing Capacity of Eccentrically Loaded GFRP Tube Columns Filled with Reinforced Concrete

Tian Li; Xin Yu Zhou; Ya Jun Wu; Dian Chen Wu; Hai Wei Guan

doi:10.4028/www.scientific.net/AMR.900.483

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 900Analysis of Bearing Capacity of Eccentrically...

Analysis of Bearing Capacity of Eccentrically Loaded GFRP Tube Columns Filled with Reinforced Concrete

Abstract:

Based on the eccentric loaded simulations of 30 GFRP tube columns filled with reinforced concrete, and comparative analysis with the corresponding experiments, for ultimate load analysis GFRP tube columns filled with reinforced concrete, establish the models of GFRP tube columns filled with reinforced concrete, and prove accuracy of the models.

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Periodical:

Advanced Materials Research (Volume 900)

Pages:

483-486

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.900.483

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Online since:

February 2014

Authors:

Tian Li, Xin Yu Zhou, Ya Jun Wu, Dian Chen Wu, Hai Wei Guan

Keywords:

Concrete Strength, Eccentric Loaded, Finite Element Analysis (FEA), GFRP Tube, Initial Eccentricity

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References

[1] Yumin Xia: Mechanical Behaviors Study on GFRP Tube Filled with Reinforced Concrete Members under Eccentric Compression[D]. Shen Yang: Shenyang jianzhu university, (2011).

Google Scholar

[2] Baoli Wang: Study on Mechanical Behavior of Long Reinforced Concrete-Filled GFRP Tubes Columns Subjected to Eccentric Load[D]. Da Lian: Da Lian university of technology, (2010).

Google Scholar

[3] Guangye Zhao: Nonlinear analysis of reinforced concrete beams based on ANSYS[J]. Shan Xi architecture, 2010, 36(03): 65-66.

Google Scholar

[4] Jinglong Pan, Xinan Jin, Fenglai Wang: Behavior of short reinforced concrete columns wrapped with FRP under axial compression[J]. Journal of Harbin University of C. E. ＆ Architecture, 2002, 35(03): 14-19.

Google Scholar

[5] Guopeng Qin, Lianguang Wang, Meisi Liu: Calculation of Bearing Capacity of Eccentrically Loaded GFRP Tube Columns Filled with Steel Reinforced Concrete[J]. Journal of Northeastern University(Natural Science), 2010, 31(08): 1200-1203.

Google Scholar

[6] Bingfeng Ruan: Study on Mechanical Behavior of Eceentrically Loaded GFRP Tubed Short Reinforced Concrete Columns[D]. Da Lian: Da Lian university of technology, (2009).

Google Scholar