Technical Papers
Nov 23, 2013

Free Vibration of a Single-Edge Cracked RC Beam Strengthened with FRP

Publication: Journal of Engineering Mechanics
Volume 140, Issue 6

Abstract

The equations of motion and corresponding boundary conditions for the vibration of a single-edge cracked RC beam strengthened with fiber-reinforced polymer (FRP) have been developed by applying the Hamilton principle, where the stress concentration near the crack is taken into account by introducing a crack disturbance function into the beam’s compatibility relations. The solution employs the Galerkin method. A parametric study is carried out to investigate the influence of the crack geometry parameter, in which the steel bar’s restraints, as well as FRP reinforcement on the dynamic behavior of the RC beam, are considered. It is shown that calculating the dynamic characteristics of a single-edge cracked RC beam strengthened with FRP must take into account the effect of the steel bar’s restraints and FRP reinforcement, simultaneously, whereas the crack geometry parameter has very little influence on the dynamic characteristics of the cracked beam. The crack position has little effect on the frequency of the RC beam and concrete beam.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was supported financially by the Hunan Province University Key Laboratory of Bridge Engineering (Changsha University of Science & Technology) (13KC02).

References

Chen, D., Wang, W., and Liu, F. (2011). “Free vibrations for cracked concrete beams considering the effect of reinforced constraints.” J. Changsha Univ. Sci. Tech, 2, 35–39 (in Chinese).
Chondros, T. G., Dimarogonas, A. D., and Yao, J. (1998). “A continuous cracked beam vibration theory.” J. Sound Vib., 215(1), 17–34.
Christides, S., and Barr, A. D. S. (1984). “One-dimensional theory of cracked Bernoulli-Euler beams.” Int. J. Mech. Sci., 26(11–12), 639–648.
Fernández-Sáez, J., Rubio, L., and Navarro, C. (1999). “Approximate calculation of the fundamental frequency for bending vibrations of cracked beams.” J. Sound Vib., 225(2), 345–352.
Hamed, E., and Rabinovitch, O. (2005). “Dynamic behavior of reinforced concrete beams strengthened with composite materials.” J. Compos. Constr., 429–440.
Khiem, N. T., and Lien, T. V. (2001). “A simplified method for natural frequency analysis of a multiple cracked beam.” J. Sound Vib., 245(4), 737–751.
Lou, M., and Xin, Y. (2002). “Effect of reinforcement on the dynamic characteristics of reinforced concrete beam.” J. Vib. Eng, 2, 220–223.
Monti, G., and Spacone, E. (2000). “Reinforced concrete fiber beam element with bond-slip.” J. Struct. Eng., 654–661.
Shen, M. H. H., and Chu, Y. C. (1992). “Vibration of beams with a fatigue crack.” Comp. Struct., 45(1), 79–93.
Shen, M. H. H., and Pierre, C. (1990). “Natural modes of Bernoulli-Euler beams with a single-edge crack.” Am. Inst. Aeronaut. Astronaut., 2079–2093.
Shen, M. H. H., and Pierre, C. (1994). “Free vibrations of beams with a single-edge crack.” J. Sound Vib., 170(2), 237–259.
Van Den Einde, L., Zhao, L., and Seible, F. (2003). “Use of FRP composites in civil structural applications.” Construct. Build. Mater., 17(6–7), 389–403.
Wang, D., and Zhu, H. (2006). “Dynamic characteristics of concrete beams with a crack based on a bending spring model.” World Earthquake Eng., 22(1), 45–48 (in Chinese).
Williams, G., and Higgins, C. (2008). “Fatigue of diagonally cracked RC girders repaired with CFRP.” J. Bridge Eng., 24–33.
Wu, Z. S., and Niu, H. D. (2000). “Study on debonding failure load of RC beams strengthened with FRP sheets.” JSCE J. Struct. Eng., 46A, 1431–1441.
Zheng, D. Y., and Fan, S. C. (2001). “Natural frequencies of a non-uniform beam with multiple cracks via modified Fourier series.” J. Sound Vib., 242(4), 701–717.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 6June 2014

History

Received: Jan 9, 2013
Accepted: Nov 21, 2013
Published ahead of production: Nov 23, 2013
Published online: Jan 30, 2014
Published in print: Jun 1, 2014
Discussion open until: Jun 30, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Deliang Chen [email protected]
Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science & Technology, Changsha 410004, China. E-mail: [email protected]
Graduate Student, School of Civil Engineering and Architecture, Changsha Univ. of Science & Technology, Changsha 410004, China (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share