Analysis of the Results of Bending Bearing of Damaged Old Timber Beams Repaired and Strengthened with CFRP

Shu Zhang Xiong; Xun Zhong Zhang; Bin Jia

doi:10.4028/www.scientific.net/AMM.644-650.5005

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 644-650Analysis of the Results of Bending Bearing of...

Analysis of the Results of Bending Bearing of Damaged Old Timber Beams Repaired and Strengthened with CFRP

Abstract:

Combined with wooden beam deflection limit is reached when the load is often less than the destruction of the limit load of engineering actual situation, based on the cross section of equivalent substitution principle, set up a wooden beam CFRP reinforcement design calculation formula of calculation results, the wooden beam reinforcement and reconstruction for the future of different load cases, the design of the CFRP amount needed.

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Periodical:

Applied Mechanics and Materials (Volumes 644-650)

Pages:

5005-5008

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.644-650.5005

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Online since:

September 2014

Authors:

Shu Zhang Xiong*, Xun Zhong Zhang, Bin Jia

Keywords:

Bending Bearing Capacity, CFRP, Deflection, Wooden Beams

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* - Corresponding Author

References

[1] Qian Zhou, Weiming Yan, Reinforcement technique of Iron in timber structure, Hydraulic and building engineering journal, 2011(9): 1-5.

Google Scholar

[2] Pleveris N, Ttiantafillout C. FRP-reinforced wood as a structural material, Journal of Material in Civil Engineering, 1992, 4(3), 300-317.

Google Scholar

[3] Bazan I MM. Ultimate bending strength of timber beams, Nova Scotia Technical College, Halifax, Nova Scotia, Canada, (1980).

Google Scholar

[4] Gilfillan J R, Gilbert S Gand Patrick G R. The use of FRP composites in enhancing the structural behavior of timber beams, Journal of reinforced plastics and composites, 2003, 22(15): 1373-1389.

DOI: 10.1177/073168403035583

Google Scholar

[5] Dazhao Zhang, Research of reinforce timber columns by CFRP sheet, (2003).

Google Scholar

[6] Qingfeng Xu, lei Zhu, The progress of FRP reinforce timber structure, Industrial building, 37(9): 104-180.

Google Scholar

[7] GB/T50329-2002, Timberwork test method standard[S].

Google Scholar

[8] GB50005-2003, Timberwork design standard[S].

Google Scholar