Study on Pre-CFRP Reinforcement Based on Anti-Arch Method

Dong Liang; Lu Chen; Jing Sun

doi:10.4028/www.scientific.net/AMM.487.500

Paper Titles

Modeling and Analysis of Surface Topography in Elliptical Vibration Cutting
p.479

The Dynamic Analysis Approach Research of Voltage Stability
p.484

Numerical Simulation of Self-Loosening of Bolted Joints under Cyclic Transverse Loads
p.488

Dynamic Modeling and Numerical Simulation of Electrorheological Fluids Based on Lattice Boltzmann Method
p.494

Study on Pre-CFRP Reinforcement Based on Anti-Arch Method
p.500

Modeling and Simulation of Lower Extremity Exoskeleton
p.504

Flexible Body Grasping Simulation in ADAMS
p.509

Numerical Simulation of Rock-Breaking Process by Disc Cutter in Tunnel Boring Machine
p.513

Simulation and Experiment of Pressure Pipeline Weakness Monitoring Based on Optical Fiber Bragg Grating
p.517

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 487Study on Pre-CFRP Reinforcement Based on Anti-Arch...

Study on Pre-CFRP Reinforcement Based on Anti-Arch Method

Abstract:

The mechanism of using prestressed carbon fiber reinforced plastics (Pre-CFRP) sheet to strengthen reinforced concrete beams with anti-arch deflection method was proposed. And then the corresponding theoretical analysis was derived, and the effectiveness of this reinforcement method is verified by experiment in laboratory to improve the girders stiffness and cracking load.

You might also be interested in these eBooks

Mechanical Structures and Smart Materials

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 487)

Pages:

500-503

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.487.500

Citation:

Cite this paper

Online since:

January 2014

Authors:

Dong Liang*, Lu Chen, Jing Sun

Keywords:

Anti-Arch Deflection Method, Cracking Moment, Experiment Study, Girders Stiffness, Pre-CFRP Reinforcement, Theoretical Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Wang Yonghua. Study on mechanical property of prestressed concrete girders strengthened with CFRP. Chang'an University, Xi'an, (2001).

Google Scholar

[2] T. Hassan, S. Rizkalla. Bond mechanism of NSM FRP bars for flexural strengthening of concrete structures. ACI Structural Journal, 101 (2004) 830-839.

DOI: 10.14359/13458

Google Scholar

[3] Ouyang Lifang. Calculation of stress and deformation of beam structures strengthened with prestressed CFL. South China University of Technology, Guangzhou, (2010).

Google Scholar

[4] Zhao Qilin, Wang Jingquan, Jin Guangqian. Analysis on the reverse-arch prestressed technique and the improved bearing capacity for steel structure strengthened by carbon-fiber. Steel Construction. 17(2002) 51-54.

Google Scholar

[5] Owen Rosenboom, Tare K. Hassan and Sami Rizkalla. Flexural behavior of aged prestressed concrete girders strengthened with various FRP systems. Construction and Building Materials. 21(2007) 764-776.

DOI: 10.1016/j.conbuildmat.2006.06.007

Google Scholar