The Study on the Mechanical Characteristics of FRP Strengthened RC Beam

Xue Jun Zhang; Xiao Zhen Chen

doi:10.4028/www.scientific.net/AMR.129-131.1074

Paper Titles

Py-GC/MS Analysis on Biomedicine of Ether/Acetone Extractives from Eucalyptus camaldulensis Biomass
p.1055

The Effects of Nodularity Distribution on Vertical Configuration Mould for Automotive Ductile Iron Casting
p.1059

Reversing Clogging in Vertical-Flow Constructed Wetlands by Backwashing Treatment
p.1064

Numerical Simulation of Solar Ground-Source Heat Pump with Latent Heat Storage
p.1069

The Study on the Mechanical Characteristics of FRP Strengthened RC Beam
p.1074

Study on the Anti-Sliding Attenuation Law of "Super-12.5" Up-Layer Bituminous Pavement
p.1078

The Rack-Pinion Gearing for High Order of Contact
p.1083

Shock-Induced the Ignition Mechanism of Micrometer Aluminum/Propylene Oxide
p.1088

Dynamic Analysis for Rotary Detecting Table of ICTY
p.1093

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 129-131The Study on the Mechanical Characteristics of FRP...

The Study on the Mechanical Characteristics of FRP Strengthened RC Beam

Abstract:

The mechanical model of the FRP Strengthened RC beam is studied in this paper. According to the static equivalence principle, the equivalence elastic modulus of the FRP strengthened RC beam simplified model is obtained; by using modal equivalence principle, the equivalence density of the model is also obtained. The result of virtual FRP strengthened RC beam shows that the method in this paper can be used widely with high accuracy.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 129-131)

Pages:

1074-1077

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.129-131.1074

Citation:

Cite this paper

Online since:

August 2010

Authors:

Xue Jun Zhang, Xiao Zhen Chen

Keywords:

Equivalence Density, Equivalence Elastic Modulus, Fiber Reinforced Polymer (FRP), Reinforced Concrete (RC) Beam

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Meier U. Strengthening of structures using carbon fiber epoxy composite. Const ruction and Building Materials, 1995, 19 (6) : 241-251.

Google Scholar

[2] Mazzon N., Guadagnini M. and Valluzzi M. R. Strengthening of RC beams with an in innovative timber-FRP composite system, Mechanics of Composite Materials, 2008, 44(3): 279-286.

DOI: 10.1007/s11029-008-9020-2

Google Scholar

[3] Saadatmanesh H, Mohammad R. RC beam strengthened with GFRP plate: experimental study. Journal of Structural Engineering, 1991, 117 (17): 3417 - 3433.

DOI: 10.1061/(asce)0733-9445(1991)117:11(3417)

Google Scholar

[4] Ma Guo-yu, Su You-po. Study on Ultimate Strength and Strain of Concrete Circular Columns Confined with FRP, Journal of Hebei Polytechnic University (Natural Science Edition. 2010, 35(1): 74-77.

Google Scholar

[5] Li Qing, Liu Jun, Huang Bao-zong, etc. Influence of Short Fiber on Carrying Capability of FRP Strengthened RC Beams, Journal of Northe Astern University (Natural Science). 2006, 27(12): 1377-1380.

Google Scholar