Utilization of ultra-high performance fibre concrete (UHPFC) for rehabilitation a review

Procedia Engineering

Volumn 54, Issue , 2013, Pages 525-538

  Tayeh, Bassam A ^a   Abu Bakar, B H ^b   Megat Johari, M A ^b   Voo, Yen Lei ^c  

^a SCHOOL OF CHEMICAL ENGINEERING   (Malaysia)

^b ISLAMIC UNIVERSITY OF GAZA   (Palestine)

^c Dura Technology Sdn Bhd   (Malaysia)

Author keywords

Rehabilitation; Repair material; Retrofit; Strengthening; UHPFC

Indexed keywords

EID: 84880884048     PISSN: 18777058     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1016/j.proeng.2013.03.048     Document Type: Conference Paper

References (39)

1. Alaee FJ (2003). Retrofitting of reinforced concrete beams with CARDIFRC. Journal of Composites for Construction, Vol 7, p. 174.
2. Alaee FJ (2003a). Fracture model for flexural failure of beams retrofitted with CARDIFRC. Journal of Engineering Mechanics, Vol. 129, p. 1028.
3. ASTM-C1018 (1997). Standard Test Method for Flexural Toughness and First-Crack Strenght of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading), ASTM. West Conshohocken, PA 19428-2959, United States.
4. ASTM-C882 (1998). Standard Test Method for Bond Strenght of Epoxy-Resin Systems Used With Concrete by Slant Shear, West Conshohocken, PA 19428.
5. Brühwiler E, Denariè E (2008). Rehabilitation of concrete structures using Ultra-High Performance Fibre Reinforced Concrete. The Second International Symposium on Ultra High Performance Concrete, Kassel, Germany.
6. Brühwiler E, Denariė E, and Habel K (2005). Ultra High Performance Fibre Reinforced Concrete for Advance Rehabilitation of Bridges.
7. Chui-Te Chiu MGL, and Wang YC (2005). The Study of Bond Strenght and Bond Durability of Reactive Powder Concrete. Advances in adhesives, adhesion science, and testing, Vol. 2, No. 7, p. 104.
8. Denariė E (2005). Structural rehabilitations with Ultra-High Performance Fibre Reinforced Concrete (UHPFRC), Keynote lecture.
9. Denariė E, Brühwiler E (2006). Structural rehabilitations with Ultra High Performance Fibre Reinforced Concrete. International Journal for Restauration of Buildings and Monuments, pp. 453-467.
10. Denariė E, Habel K, Brühwiler E, Naaman A, and Reinhardt H (2003). Structural behavior of hybrid elements with Advanced Cementitious Materials (HPFRCC), year: 2003, 277-300.
11. Emmons P and Vaysburd A (1994). Factors affecting the durability of concrete repair. The contractor's viewpoint. Construction and Building Materials, Vol.8 No.1 pp. 5-16.
12. Emmons PH (1993). Concrete repair and maintenance illustrated: problem analysis, repair strategy, techniques. RS Means Co.
13. Farhat F, Nicolaides D, Kanellopoulos A, and Karihaloo B (2007). High performance fiber-reinforced cementitious composite (CARDIFRC)-Performance and application to retrofitting. Engineering Fracture Mechanics, Vol.74, No. (1-2), pp. 151-167.
14. Farhat F, Nicolaides D, Kanellopoulos A, and Karihaloo B (2010). Behaviour of RC Beams Retrofitted with CARDIFRC after Thermal Cycling. Journal of Materials in Civil Engineering, Vol. 22, No. 21.
15. Graybeal BA (2005). Characterization of the behavior of ultra-high performance concrete. Doctoral Thesis, University of Maryland.
16. Graybeal BA (2007a). Compressive behavior of ultra-high-performance fibre-reinforced concrete. ACI Materials Journal, Vol. 104, No.2, p146.
17. Graybeal BA (2007b). Material Property Characterization of Ultra-High Performance Concrete. The Federal Highway Administration (FHWA).
18. Green MF, Bisby LA, Beaudoin Y, and Labossiere P (2000). Effect of freeze-thaw cycles on the bond durability between fibre reinforced polymer plate reinforcement and concrete. Canadian Journal of Civil Engineering, Vol. 27, No. 5, pp. 949-959.
19. Habel K (2004). Structural behaviour of composite UHPFRC-concrete elements. Doctoral Thesis, Swiss Federal Institute of Technology, Lausanne, Switzerland, to be published.
20. Habel K, Denariè E, and Brühwiler E (2007). Experimental Investigation of Composite Ultra-High-Performance Fibre-Reinforced Concrete and Conventional Members. ACI Strutural Journal, Vol. 104, No. 1.
21. Harris DK, Sarkar J, Ahlborn T.M. (2011). Interface Bond Characterization of Ultra-High Performance Concrete Overlays. Paper presented at the Transportation Research Board 90th Annual Meeting.
22. Kamen A, Denariè E, and Brühwiler E (2005). Mechanical behavior of ultra high performance fibre reinforced concrete (UHPFRC) at early age, and under restraint, In Proceedings Concreep, Nantes, France.
23. Krstulovíc-opara N, and Toutanj H (1996). Infrastructural repair and retrofit with HPFRCCs. Paper presented at the proceeding of the Second International Workshop "High Performance Fibre Reinforced Cement Composites,", Ann Arbor, USA, June 11-14-1995.
24. Lee MG, Kan YC, and Chen KC (2006). A preliminary study of RPC for repair and retrofitting materials. Journal of Chinese Institute of Engineers, Vol. 29, No. 6, pp. 1099-1103.
25. Lee MG, Wang YC, and Chiu CT (2007). A preliminary study of reactive powder concrete as a new repair material. Construction and Building Materials, Vol. 21, No. 1, pp. 182-189.
26. Neville A (1995). Properties of Concrete. Longman Group Limited, Essex.
27. Oesterlee C, Denariė E, and Brühwiler E (2007). In-situ casting of UHPFRC protection layer on crash barrier walls. Paper presented at the Proceedings, Advances in Construction Materials, Vol. 21, No. 1, pp. 182-189.
28. Parra-Montesinos G.J, Peterfreund S.W. (2005). Highly damage-tolerant beam-column joints through use of high-performance fibre-reinforced cement composites. ACI Structural Journal, Vol. 102, No. 3, pp. 487-495.
29. Richard P and Cheyrezy M (1995). Composition of reactive powder concretes. Cement and concrete research, Vol. 25, No.7.pp. 1501-1511.
30. Rossi P (2002). Development of new cement composite material for construction, Innovation, and Developments in Concrete Materials and Construction.
31. SAMARIS-D22 (2005). Full scale application of UHPFRC for the rehabilitation of bridges - from the lab to the field. European project 5th FWP. SAMARIS - Sustainable and Advance Materials for Road Infrastructures.
32. Sarkar J (2010). Characterization of the bond strength between ultra high performance concrete substrates. Master of Sciencei in Civil Engineering, Michigan Technological University.
33. Uchida Y, Niwa J, Tanaka Y, Katagiri M, Fischer G, Li V. (2006). Recommendations for Design and Construction of Ultra High Strength Fibre Reinforced Concrete Structures, by Concrete Committee of Japan Society of Civil Engineers (JSCE), pp. 343-351.
34. Voo Foster SJ (2004). Tensile Fracture of Fibre Reinforced Concrete: Variable Engagement Model. Paper presented at the Sixth Rilem Symposium on Fibre Reinforced Concrete (FRC).
35. Voo YL and Foster SJ (2010). Characteristics of ultra-high performance 'ductile' concret and its impact on sustainable construction. The IES Journal Part A: Civil and Strutural Engineering, Vol. 3, No. 3, pp. 168-187.
36. Voo YL, Augustin PC and Thamboe TAJ (2011). Construction and Design of a 50M Single Span UHP Ductile Concrete Composite Road Bridge. The Structural Engineer, The Institution of Structural Engineers, UK, Vol. 89, No. 15, pp. 24-31.
37. Voort V (2008). Design and field testing of tapered H-shaped Ultra High Performance Concrete piles, Iowa State University.
38. Wang YC, and Lee MW (2007). Ultra-high strength steel fiber reinforced concrete for strengthening of rc frames. Journal of Marine Science and Technology, Vol. 15, No. 3, pp. 210-218.
39. Wuest J (2006). Structural behavior of reinforced concrete elements improved by layers of ultra high performance reinforced concrete. 6th International PhD Symposium in Civil Engineering Zurich.