Composite Strengthening of a Bridge

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Title: Composite Strengthening of a Bridge

Author(s): Jung, W.T.; Keum, M.S.; Park, J.S.; Kang, J.Y.; Park, Y.H.; Chung, W.; and Kim, Y.J.

Publication: Concrete International

Volume: 39

Issue: 5

Appears on pages(s): 48-53

Keywords: girder, rod, anchorage, load

DOI: 10.14359/51700748

Date: 5/1/2017

Abstract:
The four-span concrete Buhung Bridge, located in Gyeonggi, South Korea, was constructed in 1960 and has since been exposed to heavy traffic from a nearby military base. One span of the bridge was recently strengthened with post-tensioned, near-surface-mounted carbon fiber reinforced polymer rods. Dynamic load tests show that the stiffness of the span has been improved significantly.

Related References:

1. Bakis, C.E.; Bank, L.C.; Brown, V.L.; Cosenza, E.; Davalos, J.F.; Lesko, J.J.; Machida, A.; Rizkalla, S.H.; and Triantafillou, T.C., “Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review,” Journal of Composites for Construction, V. 6, No. 2, May 2002, pp. 73-87.

2. Teng, J.G.; Chen, J.F.; Smith, S.T.; and Lam, L., “Behaviour and Strength of FRP-Strengthened RC Structures: A State-of-the-Art Review,” Structures & Buildings, V. 156, No. 1, Jan. 2003, pp. 51-62.

3. De Lorenzis, L., and Teng, J.G., Near-Surface Mounted FRP Reinforcement: An Emerging Technique for Strengthening Structures,” Composites Part B: Engineering, V. 38, No. 2, Mar. 2007, pp. 119-143.

4. Nordin, H., and Taljsten, B., “Concrete Beams Strengthened with Prestressed Near Surface Mounted CFRP,” Journal of Composites for Construction, V. 10, No. 1, Feb. 2006, pp. 60-68.

5. De Lorenzis, L.; Micelly, F.; and La Tagola, A., “Passive and Active Near-Surface Mounted FRP Rods for Flexural Strengthening of RC Concrete Beams,” Third International Conference on Composites in the Infrastructure, San Francisco, CA, 2002, 12 pp. (CD-ROM)

6. Badawi, M., and Soudki, K., “Flexural Strengthening of RC Beams with Prestressed NSM CFRP Rods—Experimental and Analytical Investigation,” Construction and Building Materials, V. 23, No. 10, Oct. 2009, pp. 3292-3300.

7. El-Hacha, R., and Gaafar, M., “Flexural Strengthening of Reinforced Concrete Beams Using Prestressed NSM CFRP Bars,” PCI Journal, V. 56, No. 4, Fall 2011, pp. 134-151.

8. El-Hacha, R., and Soudki, K., “Prestressed Near-Surface Mounted Fibre Reinforced Polymer Reinforcement for Concrete Structure—A Review,” Canadian Journal of Civil Engineering, V. 40, No. 11, Nov. 2013, pp. 1127-1139.

9. Kim, Y.J.; Green, M.F.; Fallis, G.J.; Wight, G.; and Eden, R., “Damaged Bridge Girder Strengthening,” Concrete International, V. 28, No. 11, Nov. 2006, pp. 47-52.

10. Basler, M.; Clenin, R.; and Descroches, M., “Bridge Strengthening with Prestressed CFRP Plate Systems,” The 4th International Conference on Advanced Composite Materials in Bridges and Structures, Calgary, AB, Canada, 2004, 8 pp. (CD-ROM)

11. “Korean Bridge Design Code for Highway Bridges,” Korean Ministry of Land, Infrastructure, and Transport, Seoul, South Korea, 2003. (in Korean)

12. “AASHTO LRFD Bridge Design Specifications,” third edition, American Association of State Highway and Transportation Officials, Washington, DC, 2004.




  

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