Study on Flexural Performance of Damage RC Beams Strengthened with near Surface Mounted FRP Strips

Chang Zhou Dong; Jian Zhong Xia

doi:10.4028/www.scientific.net/AMM.94-96.883

Paper Titles

The Structural Design of a Cantilevered Roof System of a Stadium Stand
p.860

Study on the Static Stability and the Ultimate Bearing Capacity of Vierendeel Latticed Shells
p.868

Study on the End-Plate and Angle of Semi-Rigid Connection in the Steel Frame of Beam-Column
p.872

The Effect of Soil Structure Interaction on the Seismic Response of Spatial Structure Subjected to the near Fault Ground Motion
p.877

Study on Flexural Performance of Damage RC Beams Strengthened with near Surface Mounted FRP Strips
p.883

The Research of Determining the Design Ground Motion Parameters for the High-Level Radioactive Waste Storage Structure
p.887

The Theoretical Study of a Mechanical Model for Bonded PZT Actuator
p.892

Wind-Induced Response Analysis of Double Layer Cylindrical Lattice Shells
p.896

Finite Element Analysis of a Simply Supported MR Fluid Sandwich Beam Based on ANSYS
p.902

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Study on Flexural Performance of Damage RC Beams...

Study on Flexural Performance of Damage RC Beams Strengthened with near Surface Mounted FRP Strips

Abstract:

The contrast tests of 1 reinforced concrete(RC) beams and 4 RC beams strengthened with near-surface mounted carbon fiber reinforced polymer (FRP) strips have been carried out, under conditions of different damage degree of RC beams. It is mainly conducted to investigate the effects of FRP strips reinforcement of flexural strength. The experimental results indicate that significant strength on the ultimate load and rigidity of reinforced concrete beams can be realized by mounting FRP strips to the beams, and propagation of cracks were reduced obviously.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

883-886

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.883

Citation:

Cite this paper

Online since:

September 2011

Authors:

Chang Zhou Dong, Jian Zhong Xia

Keywords:

Degree of Damage, FRP Strips, NSM, RC Beam

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Tong Zhao, Jian Xie, Ziqiang Dai.. Building Structure, 2000,30(7):11215. In Chinese

Google Scholar

[2] Shigang Zhou, Yongfei Gao.Fiber Reinforced Plastics/composite, 2003, (1):326. In Chinese

Google Scholar

[3] Gang Wu, Lin An, Zhitao Lü. Building Structure 2000,30 (7):326. In Chinese

Google Scholar

[4] Wenwei Wang, Guofan Zhao, Chengkui Huang. Engineering Mechanics,2004, 21 (4):722178. In Chinese

Google Scholar

[5] Rong Li, Jinguang Teng. Industrial Construction,2004,34 (4):5-10. In Chinese

Google Scholar

[6] De Lorenzis L,Teng J G. Composites Part B:Engineering,2007,38(2):119-143.

Google Scholar

[7] Szabo Z K,Balazs G. Periodica Polytechnic:Civil Engineering,2007,51(1):33-38.

Google Scholar

[8] Chaoyang Zhou, Chuanjia Xiang, Xuejun He. Building Structure,2006,36(12):19-21. In Chinese

Google Scholar

[9] Xuejun He, Chaoyang Zhou, Ling Xu. China Civil Engineering Journal,2008,41(12):14-20.

Google Scholar

[10] Jinfu Liang, Liubin Cai.Industrial Construction,2009,39(2):100-102. In Chinese

Google Scholar

[11] Xiantao Zeng, Xiangli Cheng, Baobin Gao. Engineering Mechanics,2008,25(12):106-113. In Chinese

Google Scholar