Enhancement of basalt FRP by hybridization for long-span cable-stayed bridge

Composites Part B: Engineering

Volumn 44, Issue 1, 2013, Pages 184-192

  Wang, Xin ^a   Wu, Zhishen ^a,b   Wu, Gang ^a   Zhu, Hong ^a   Zen, Fanxing ^a  

^a SOUTHEAST UNIVERSITY   (China)

^b IBARAKI UNIVERSITY   (Japan)

Author keywords

A. Hybrid; B. Fatigue; Basalt fibers; C. Numerical analysis; D. Mechanical testing

Indexed keywords

A. HYBRID; BASALT FIBER; CONVENTIONAL DESIGN; DESIGN OPTIMIZATION; DESIGN RECOMMENDATIONS; DESIGN REQUIREMENTS; FAILURE STRAIN; FATIGUE BEHAVIOR; FIBER REINFORCED POLYMERS; INITIAL MODULUS; LONG SPAN CABLE STAYED BRIDGES; LOWER LIMITS; MATERIAL ENHANCEMENTS; UPPER LIMITS; UTILIZATION EFFICIENCY;

BASALT; BUFFETING; CARBON FIBERS; MECHANICAL PROPERTIES; MECHANICAL TESTING; NUMERICAL ANALYSIS; OPTIMIZATION; SAFETY FACTOR; STRUCTURAL DESIGN;

CABLES;

EID: 84867487683     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2012.06.001     Document Type: Article

References (28)

1. Zhejiang GBF Basalt Fiber Co. Ltd. < http://www.chinagbf.com/ >.
2. Zhishen Wu, Xin Wang, Gang Wu. Advancement of basalt fiber composites towards infrastructural applications (Keynote paper). In: Proceedings of ISISS2011, Xiameng, China; October 28-30th, 2011.
3. Zhishen Wu, Xin Wang, Gang Wu. Basalt FRP composite as a reinforcement in infrastructure (Keynote paper). In: The seventeenth annual international conference on composites/nano engineering (ICCE-17), in Hawaii, USA (CD-ROM); 26 July-1 August 2009.
4. Jongsung Sim, Cheolwoo Park, and Do Young Moon Characteristics of basalt fiber as a strengthening material for concrete structures Compos Part B: Eng 36 6-7 2005 504 512
5. Serbescu A, Guadagnini M, Pilakoutas K. Applicability of basalt FRP in strengthening of RC beams. In: The fourth international conference on FRP composites in civil engineering (CICE2008), Zurich, Switzerland (CD-ROM); July 22-24, 2008.
6. Anil Patnaik, Sudeep Adhikari, Pouya Bani-Bayat, Paul Robinson. Flexural performance of concrete beams reinforced with basalt FRP bars. In: 3rd FIB International Congress, Washington, DC USA; May 29-June 2, 2010.
7. Xin. Wang, and Wu. Zhishen Integrated high-performance thousand-metre scale cable-stayed bridge with hybrid FRP cables Compos Part B: Eng 41 2 2010 166 175
8. U. Meier Proposal for a carbon fiber reinforced composite bridge across the strait of gibraltar at its narrowest site Proc Inst Mech Eng 201 B2 1987 73 78
9. C. Kao, C. Kou, and X. Xie Static instability analysis of long-span cable-stayed bridges with carbon fiber composite cable under wind load Tamkang J Sci Eng 9 2 2006 89 95
10. Cheng S, Lau DT. Impact of using CFRP cables on the dynamic behavior of cable-stayed bridges, IABSE REPORTS; 2006.
11. Xin. Wang, and Wu. Zhishen Evaluation of FRP and hybrid FRP cables for super long-span cable-stayed bridges Compos Struct 92 10 2010 2582 2590
12. Z.S. Wu, Y.X. Shao, K. Iwashita, and K. Sakamoto Strengthening of preloaded RC beams using hybrid carbon sheets J Compos Constr, ASCE 11 3 2007 299 307
13. Hayashi T. On the improvement of mechanical properties of composites by hybrid composition. In: Proc. 8th international reinforced plastics conference, paper 22. Brighton (UK): British Plastics Federation; 1972. p. 149-52.
14. A.R. Bunsell, and B. Harris Hybrid carbon and glass fibre composites Composites 5 4 1974 157 164
15. M.G. Bader, and P.W. Manders The strength of hybrid glass/carbon fibre composites, part 1 J Mater Sci 16 8 1981 2233 2245
16. K.D. Jones, and A.T. DiBenedetto Fiber fracture in hybrid composite systems Compos Sci Technol 51 1 1994 53 62
17. C.E. Bakis, J.A. Nanni, J.A. Terosky, and S.W. Koehler Self-monitoring, pseudo-ductile, hybrid FRP reinforcement rods for concrete applications Compos Sci Technol 6 6 2001 815 823
18. Wu ZS. Structural strengthening and integrity with hybrid FRP composites, In: Proceedings of the second international conference on FRP composites in civil engineering (CICE-2), Adelaide, Australia; 8-10 December 2004. p. 905-12.
19. G. Wu, Z.S. Wu, Y.B. Luo, Z.Y. Sun, and X.Q. Hu Mechanical properties of steel-FRP composite bar under uniaxial and cyclic tensile loads J Mater Civil Eng, ASCE 22 10 2010 1056 1066
20. JSCE-E 531. Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials, Research Committee on Continuous Fiber Reinforcing Materials, Japan Society of Civil Engineers; 1997.
21. Wu. Zhishen, Xin. Wang, Kentaro. Iwashita, and Takeshi. Sasaki Tensile fatigue behavior of FRP and hybrid FRP sheets Compos Part B: Eng (Elsevier) 41 5 2010 396 402
22. JSCE-E 535. JSCE Recommendations for upgrading of concrete structures with use of continuous fibre sheets. Japan Society for Civil Engineering; 2001.
23. Lorenzo L, Hahn HT. Composite materials: fatigue and fracture, ASTM STP 907. In: Hahn HT, editor. American society for testing and materials, vol. 1, Philadelphia; 1986. p. 210-32.
24. Fédération internationale du béton. Acceptance of stay cable systems using prestressing steels, fib 1st ed., fib. Bulletin No. 30; 2005.
25. N.J. Gimsing Cable supported bridge: concept and design 2nd ed. 1997 John Wiley & Sons Chichester
26. Specification for highway bridges, pt. 2: steel bridges. Japan Road Association, Japan; 1993.
27. Standard Specifications for Highway Bridges. 17th Edition, American Association of State and Highway Transportation Officials; 2002.
28. Design specifications of highway cable-stayed bridge (on trial), Department of Transportation, PR China; 1996.