Calculation and Analysis on Flexural Strengthening with CFRP Laminate Considering the Preexisting Strain

Hao Sun; Shi Lin Liu; Xiao Gang Li

doi:10.4028/www.scientific.net/AMM.438-439.807

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Calculation and Analysis on Flexural Strengthening...

Calculation and Analysis on Flexural Strengthening with CFRP Laminate Considering the Preexisting Strain

Abstract:

The preexisting strains of structures have some influence on the efficiency of CFRP Laminate. Based on the analysis of the abundant existing research productions, the calculation formulas of CFRP Laminate are proposed based on the supposition of plane section and balance of forces considering the preexisting strain. And the formulas are easy to understand and master for designers. By discussing the relation between the preexisting strain and relative depth of compression area, the essentials of the impact on reinforcement effect of residual strain are confirmed. The results can offer reference bases for strengthening engineering design with CFRP.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

807-810

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.807

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Online since:

October 2013

Authors:

Hao Sun, Shi Lin Liu, Xiao Gang Li

Keywords:

CFRP Laminate, Influence Analysis, Preexisting Strain, Strengthening

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References

[1] CECS146: 2003, Technical Specification for Strengthening Concrete Structures with CFRP Laminate, 2007 edt., China Planning Press, Beijing, (2007).

Google Scholar

[2] Anthony J. Lamanna, Lawrence C. Bank, David W. Scott, Journal of Composites for Construction, 8 (2004) 203-201.

Google Scholar

[3] Sebastian Wendel M., Journal of Structural Engineering, 128 (2002) 624-636.

Google Scholar

[4] G. Zheng, F. Hou, Industrial Construction, 34 (2004) 73-75.

Google Scholar

[5] Yeong-Soo, Chadon Lee, ACI Structural Journal, 100 (2003) 231-239.

Google Scholar

[6] Mohsen Shahawy, Omar Chaallal, Thormas E. Beitel-man, Adnan Ei-Saad. ACI Structural Journal, 98 (2001) 735-742.

Google Scholar

[7] GB50010-2010, Code for Design of Concrete Structures, China Building Industry Press, Beijing, (2010).

Google Scholar

[8] GB50367-2006, Design Code for Strengthening Concrete Structure, China Building Industry Press, Beijing, (2006).

Google Scholar

[9] JTG/T J22-2008, Specifications for Strengthening Design of Highway Bridges. China Communications Press, Beijing, (2008).

Google Scholar

[10] L. Chen, R. Gao, Journal of Northern Jiaotong University, 27 (2003) 80-83.

Google Scholar