Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach

Engineering Fracture Mechanics

Volumn 117, Issue , 2014, Pages 94-111

  D'Antino, T ^a   Carloni, C ^b   Sneed, L H ^c   Pellegrino, C ^a  

^a UNIVERSITY OF PADOVA   (Italy)

^b UNIVERSITY OF HARTFORD   (United States)

^c MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

Author keywords

Bond; Cementitious matrix; Concrete; FRCM composite; Mode II

Indexed keywords

AXIAL STRAIN PROFILES; CEMENTITIOUS MATRICES; DEBONDING PROCESS; FRACTURE MECHANICS APPROACH; MODE II; POLYMER-MODIFIED; POLYPARAPHENYLENES; SINGLE-LAP SHEAR TESTS;

BONDING; CONCRETE BLOCKS; CONCRETES; DEBONDING; REINFORCED CONCRETE;

FIBERS;

EID: 84897637515     PISSN: 00137944     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfracmech.2014.01.011     Document Type: Article

References (44)

1. Ombres L. Debonding analysis of reinforced concrete beams strengthened with fibre reinforced cementitious mortar. Eng Frac Mech 2012, 81:94-109.
2. Wiberg A. Strengthening of concrete beams using cementitious carbon fibre composites. PhD thesis, Royal Institute of Technology, Stockholm, Sweden; 2003.
3. Banholzer B. Bond behavior of multi-filament yarn embedded in a cementitious matrix, PhD Thesis, RETH Aachen University, United Kingdom; 2004.
4. Johansson T, Täljsten B. End peeling of mineral based CFRP strengthened concrete structures - A parametric study. In: Proceedings of the international symposium on bond behaviour of FRP in structures (BBFS 2005); 2005. p 197-204.
5. Triantafillou T.C., Papanicolaou C.G., Zissinopoulos P., Laourdekis T. Concrete confinement with textile-reinforced mortar jackets. ACI Struct J 2006, 103(1):28-37.
6. Pareek S, Suzuki Y, Kobayashi A. Flexural and shear strengthening of RC beams using newly developed CFRP and Polymer-cement pastes as bonding agents. In: Proceedings of the 8th international symposium on fiber reinforced polymer reinforcement for concrete structures, FRPRCS-8, Patras, Greece, 16-18 July, 2007.
7. Orosz K, Täljsten B, Fischer G. CFRP strengthening with mineral based composites loaded in shear. In: Proceedings of the 8th international symposium on fiber reinforced polymer reinforcement for concrete structures, FRPRCS-8, Patras, Greece, 16-18 July; 2007.
8. Täljsten B., Blanksvärd T. Mineral based bonding of carbon FRP to strengthen concrete structures. J Compos Constr, ASCE 2007, 11(2):120-128.
9. Toutanji H., Deng Y. Comparison between organic and inorganic matrices for RC beams strengthened with carbon fiber sheets. J Compos Constr, ASCE 2007, 11(5):507-513.
10. Ombres L. Confinement effectiveness in concrete strengthened with fiber reinforced cement based composite jackets. In: Proceedings of the 8th international symposium on fiber reinforced polymer reinforcement for concrete structures, FRPRCS-8, Patras, Greece, 16-18 July; 2007.
11. Blanksvärd T. Strengthening of concrete structures by the use of mineral based composites. Licentiate thesis, Luleå Univ. of Technology, Luleå, Sweden; 2007.
12. Peled A. Confinement of damaged and nondamaged structural concrete with FRP and TRC sleeves. J Compos Constr, ASCE 2007, 11(5):514-522.
13. Hartig J., Häußler-Combe U., Schicktanz K. Influence of bond properties on the tensile behaviour of textile reinforced concrete. Cem Concr Compos 2008, 30:898-906.
14. Bournas D.A., Triantafillou T.C., Zygouris K., Stavropoulos F. Textile-reinforced mortar versus FRP jacketing in seismic retrofitting of RC columns with continuous or lap-spliced deformed bars. J Compos Constr, ASCE 2009, 13(5):360-371.
15. Blanksvärd T., Täljsten B., Carolin A. Shear strengthening of concrete structures with the use of mineral-based composites. J Compos Constr, ASCE 2009, 13(1):25-34.
16. D'Ambrisi A., Focacci F. Flexural strengthening of RC beams with cement based composites. J Compos Constr, ASCE 2009, 15(2):707-720.
17. Hartig J., Jesse F., Schicktanz K., Häußler-Combe U. Influence of experimental setups on the apparent uniaxial tensile load-bearing capacity of textile reinforcement concrete specimens. Mater Struct, RILEM 2011, 45:433-446.
18. D'Ambrisi A., Feo L., Focacci F. Bond-slip relations for PBO-FRCM materials externally bonded to concrete. Compos - Part B: Eng 2012, 43(8):2938-2949.
19. D'Ambrisi A., Feo L., Focacci F. Experimental analysis on bond between PBO-FRCM strengthening materials and concrete. Compos - Part B: Eng 2013, 44(1):524-532.
20. Hashemi S., Al-Mahaidi R. Experimental and finite element analysis of flexural behavior of FRP-strengthened RC beams using cement-based adhesives. Constr Build Mater 2012, 26:268-273.
21. Carloni C, Sneed LH, D'Antino T. Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members. In: Proceedings of the 8th international conference on fracture mechanics of concrete and concrete structures (FraMCoS-8), Toledo, Spain, 10-14 March; 2013. p.129-37.
22. D'Antino T, Sneed LH, Carloni C, Pellegrino C. Bond behavior of the FRCM-concrete interface. In: Proceedings of the 11th international symposium on fiber reinforced polymer reinforcement for concrete structures, FRPRCS-11, Guimaraes, Portugal, 26-28 June 2013.
23. Pellegrino C, D'Antino T. Failure due to delamination in concrete elements strengthened with cementitious composites. In: Proceedings of the 8th international conference on fracture mechanics of concrete and concrete structures (FraMCoS-8), Toledo, Spain, 10-14 March, 2013. p.138-43.
24. Chen J.F., Teng J.G. Anchorage strength models for FRP and steel plates bonded to concrete. J Struct Eng, ASCE 2001, 127(7):784-791.
25. Wu Z.S., Yuan H., Niu H. Stress transfer and fracture propagation in different kinds of adhesive joints. J Eng Mech, ASCE 2002, 128(5):562-573.
26. Yao J., Teng J.G., Chen J.F. Experimental study on FRP-to-concrete bonded joints. Compos - Part B: Eng 2005, 36(2):99-113.
27. Subramaniam K.V., Carloni C., Nobile L. Width effect in the interface fracture during debonding of FRP from concrete. Eng Fract Mech 2007, 74:578-594.
28. Ferracuti B., Savoia M., Mazzotti C. Interface law for FRP-concrete delamination. Compos Struct 2007, 80(4):523-531.
29. Pellegrino C., Tinazzi D., Modena C. An experimental study on bond behavior between concrete and FRP reinforcement. J Compos Constr, ASCE 2008, 12(2):180-189.
30. Subramaniam K.V., Carloni C., Nobile L. An understanding of the width effect in FRP-concrete debonding. Strain 2011, 47(2):127-137.
31. Pellegrino C., Modena C. Influence of FRP axial rigidity on FRP-concrete bond behaviour: an analytical study. Adv Struct Eng 2009, 12(5):639-649.
32. Valluzzi M.R., Grinzato E., Pellegrino C., Modena C. IR thermography for interface analysis of FRP laminates externally bonded to RC beams. Mater Struct 2009, 42(1):25-34.
33. Salomoni V.A., Mazzucco G., Pellegrino C., Majorana C.E. Three-dimensional modelling of bond behaviour between concrete and FRP reinforcement. Eng Comput 2011, 28(1):5-29.
34. Achintha M., Burgoyne C.J. Fracture mechanics of plate debonding: validation against experiment. Constr Build Mater 2011, 25(6):2961-2971.
35. Carrara P., Ferretti D., Freddi F., Rosati G. Shear tests of carbon fiber plates bonded to concrete with control of snap-back. Eng Fract Mech 2011, 78(15):2663-2678.
36. Grace C, Yang Y, Sneed LH. Fracture mechanics approach to predicting the behavior of reinforced concrete members with externally-bonded fiber reinforced polymer laminates. SP-286, ACI; 2012, 7-1-7-20.
37. Carloni C, Subramaniam KV. Application of fracture mechanics to debonding of FRP from RC members. SP-286, ACI; 2012,10-1-10-14.
38. Carrara P., Ferretti D. A finite difference model with mixed interface laws for shear tests of FRP plates bonded to concrete. Compos - Part B: Eng 2013, 54:329-342.
39. Ruredil. X mesh gold data sheet. Ruredil S.p.A. 2009, Milan, Italy. <>. http://www.english.ruredil.it/SchedeProdottoENG/RuredilXMeshGOLD_ing_1.pdf.
40. ASTM. Standard test method for compressive strength for cylindrical concrete specimens. C39/C39M-12, ASTM International 2011, 7 pages.
41. ASTM. Standard test method for splitting tensile strength of cylindrical concrete specimens. C496/C496M ASTM International 2011, 5 pages.
42. ASTM. Standard test method for tensile properties of polymer matrix composite materials. D3039/D3039M, ASTM International 1996, 6 pages.
43. Toyobo. Zylon© (PBO fiber) technical information. Toyobo Co 2005, Ltd., Osaka, Japan. <>. http://www.toyobo-global.com/seihin/kc/pbo/Technical_Information_2005.pdf.
44. ACI 440.2R. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute; 2008.