메뉴 건너뛰기




Volumn 49, Issue 17, 2012, Pages 2291-2300

A fully-analytical approach for modelling the response of FRP plates bonded to a brittle substrate

Author keywords

Analytical solutions; Concrete; Debonding; Fiber reinforced; Interface

Indexed keywords

APPLIED FORCES; BOND BEHAVIOURS; BONDING LENGTH; BRITTLE SUBSTRATES; CLOSED FORM; CONCRETE SUBSTRATES; EXISTING STRUCTURE; EXTERNAL FORCE; FIBER REINFORCED; FIBER REINFORCED POLYMERS; FRP PLATES; INTERFACE SLIP; KEYPOINTS; MAXIMUM SLIP; MECHANICAL BEHAVIOUR; PULL-OUT TEST;

EID: 84862170305     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2012.04.029     Document Type: Article
Times cited : (78)

References (29)
  • 1
    • 33744541597 scopus 로고    scopus 로고
    • Improved theoretical solution for interfacial stresses in concrete beams strengthened with frp plate
    • T. Abdelouahed Improved theoretical solution for interfacial stresses in concrete beams strengthened with frp plate International Journal of Solids and Structures 43 2006 4154 4174
    • (2006) International Journal of Solids and Structures , vol.43 , pp. 4154-4174
    • Abdelouahed, T.1
  • 2
    • 85047413811 scopus 로고    scopus 로고
    • Structural performance of iron-wood-FRP pedestrian bridge
    • Zurich 22-24 July
    • Boscato, G., Russo, S., 2008. Structural performance of iron-wood-FRP pedestrian bridge. In: Proceedings of the CICE 2008, Zurich 22-24 July.
    • (2008) Proceedings of the CICE 2008
    • Boscato, G.1    Russo, S.2
  • 3
    • 84856184493 scopus 로고    scopus 로고
    • Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs): Theoretical formulation and applications
    • A. Caggiano, G. Etse, and E. Martinelli Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs): theoretical formulation and applications European journal of Environmental and Civil Engineering 15 2011 1339 1359
    • (2011) European Journal of Environmental and Civil Engineering , vol.15 , pp. 1339-1359
    • Caggiano, A.1    Etse, G.2    Martinelli, E.3
  • 4
    • 77953297084 scopus 로고    scopus 로고
    • Analysis of snap-back instability due to end-plate debonding in strengthened beams
    • A. Carpinteri, and M. Paggi Analysis of snap-back instability due to end-plate debonding in strengthened beams ASCE - Journal of Engineering Mechanics 136 2010 199 208
    • (2010) ASCE - Journal of Engineering Mechanics , vol.136 , pp. 199-208
    • Carpinteri, A.1    Paggi, M.2
  • 5
    • 0030110723 scopus 로고    scopus 로고
    • Bond and force transfer of composite material plates bonded to concrete
    • M. Chajes, W. Finch, T. Januska, and T. Thomson Bond and force transfer of composite material plates bonded to concrete ACI - Structural Journal 93 1996 208 217
    • (1996) ACI - Structural Journal , vol.93 , pp. 208-217
    • Chajes, M.1    Finch, W.2    Januska, T.3    Thomson, T.4
  • 6
    • 65449167292 scopus 로고    scopus 로고
    • Debonding analysis of frp-concrete interface between two balanced adjacent flexural cracks in plated beams
    • F. Chen, and P. Qiao Debonding analysis of frp-concrete interface between two balanced adjacent flexural cracks in plated beams International Journal of Solids and Structures 46 2009 2618 2628
    • (2009) International Journal of Solids and Structures , vol.46 , pp. 2618-2628
    • Chen, F.1    Qiao, P.2
  • 7
    • 33845874644 scopus 로고    scopus 로고
    • The transfer length in reinforced concrete structures strengthened with composite plates: Experimental study and modelling
    • J.F. Destrebecq, M. Grdiac, and V. Sierra-Ruiz The transfer length in reinforced concrete structures strengthened with composite plates: experimental study and modelling Composites Science and Technology 67 2007 707 719
    • (2007) Composites Science and Technology , vol.67 , pp. 707-719
    • Destrebecq, J.F.1    Grdiac, M.2    Sierra-Ruiz, V.3
  • 8
    • 79955469064 scopus 로고    scopus 로고
    • Direct versus indirect method for identifying frp-to-concrete interface relationships
    • C. Faella, E., and E. Nigro Direct versus indirect method for identifying frp-to-concrete interface relationships ASCE - Journal of Composites for Construction 13 2009 226 233
    • (2009) ASCE - Journal of Composites for Construction , vol.13 , pp. 226-233
    • Faella, C.E.1    Nigro, E.2
  • 9
    • 41449103949 scopus 로고    scopus 로고
    • Formulation and validation of a theoretical model for intermediate debonding in frp strengthened rc beams
    • C. Faella, E. Martinelli, and E. Nigro Formulation and validation of a theoretical model for intermediate debonding in frp strengthened rc beams Composites Part B 39 2008 645 655
    • (2008) Composites Part B , vol.39 , pp. 645-655
    • Faella, C.1    Martinelli, E.2    Nigro, E.3
  • 10
    • 70349739582 scopus 로고    scopus 로고
    • Shear capacity of masonry walls externally strengthened by a cement-based composite material: An experimental campaign
    • C. Faella, E. Martinelli, E. Nigro, and S.O. Paciello Shear capacity of masonry walls externally strengthened by a cement-based composite material: an experimental campaign Construction and Building Materials 24 2010 84 93
    • (2010) Construction and Building Materials , vol.24 , pp. 84-93
    • Faella, C.1    Martinelli, E.2    Nigro, E.3    Paciello, S.O.4
  • 12
    • 72549120075 scopus 로고    scopus 로고
    • Experimental assessment of cfrp reinforced wooden beams by 4-point bending tests and photoelastic coating technique
    • L. Jankowski, J. Jasieko, and T. Nowak Experimental assessment of cfrp reinforced wooden beams by 4-point bending tests and photoelastic coating technique Materials and Structures 43 2010 141 150
    • (2010) Materials and Structures , vol.43 , pp. 141-150
    • Jankowski, L.1    Jasieko, J.2    Nowak, T.3
  • 13
    • 2242434512 scopus 로고    scopus 로고
    • Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates
    • R. Jones, R. Swamy, and A. Charif Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates The Structural Engineer 66 1998 85 94
    • (1998) The Structural Engineer , vol.66 , pp. 85-94
    • Jones, R.1    Swamy, R.2    Charif, A.3
  • 15
    • 18144382552 scopus 로고    scopus 로고
    • Bond-slip models for frp sheets/plates externally bonded to concrete
    • X. Lu, J. Teng, L. Ye, and J. Jiang Bond-slip models for frp sheets/plates externally bonded to concrete Engineering Structures 27 2006 920 937
    • (2006) Engineering Structures , vol.27 , pp. 920-937
    • Lu, X.1    Teng, J.2    Ye, L.3    Jiang, J.4
  • 16
    • 80054902845 scopus 로고    scopus 로고
    • On the behavior of frp-to-concrete adhesive interface: Theoretical models and experimental results
    • B. Attaf, InTech - Open Access Publisher Rijeka, Croatia Chapter 23
    • E. Martinelli, A. Bilotta, C. Faella, and E. Nigro On the behavior of frp-to-concrete adhesive interface: theoretical models and experimental results B. Attaf, Advances in Composites Materials - Ecodesign and Analysis 2011 InTech - Open Access Publisher Rijeka, Croatia 517 546 Chapter 23
    • (2011) Advances in Composites Materials - Ecodesign and Analysis , pp. 517-546
    • Martinelli, E.1    Bilotta, A.2    Faella, C.3    Nigro, E.4
  • 17
    • 80054928455 scopus 로고    scopus 로고
    • Modeling in-plane and out-of-plane displacement fields in pull-off tests on FRP strips
    • E. Martinelli, C. Czaderski, and M. Motavalli Modeling in-plane and out-of-plane displacement fields in pull-off tests on FRP strips Engineering Structures 33 2011 3715 3725
    • (2011) Engineering Structures , vol.33 , pp. 3715-3725
    • Martinelli, E.1    Czaderski, C.2    Motavalli, M.3
  • 18
    • 0029536426 scopus 로고
    • Strengthening of structures using carbon fibre/epoxy
    • U. Meier Strengthening of structures using carbon fibre/epoxy Construction and Building Materials 9 1995 341 353
    • (1995) Construction and Building Materials , vol.9 , pp. 341-353
    • Meier, U.1
  • 19
    • 33748694893 scopus 로고    scopus 로고
    • Debonding along the frpconcrete interface under combined pulling/peeling effects
    • J. Pan, and C.K. Leung Debonding along the frpconcrete interface under combined pulling/peeling effects Engineering Fracture Mechanics 74 2007 132 150
    • (2007) Engineering Fracture Mechanics , vol.74 , pp. 132-150
    • Pan, J.1    Leung, C.K.2
  • 20
    • 43949109284 scopus 로고    scopus 로고
    • An improved adhesively bonded bi-material beam model for plated beams
    • P. Qiao, and F. Chen An improved adhesively bonded bi-material beam model for plated beams Engineering Structures 30 2008 1949 1957
    • (2008) Engineering Structures , vol.30 , pp. 1949-1957
    • Qiao, P.1    Chen, F.2
  • 21
    • 13944249117 scopus 로고    scopus 로고
    • Repair of damaged steel-concrete composite girders using carbon fiber-reinforced polymer sheets
    • M. Tavakkolizadeh, and H. Saadatmanesh Repair of damaged steel-concrete composite girders using carbon fiber-reinforced polymer sheets Journal of Composites for Construction 7 2003 311 322
    • (2003) Journal of Composites for Construction , vol.7 , pp. 311-322
    • Tavakkolizadeh, M.1    Saadatmanesh, H.2
  • 22
    • 59049089892 scopus 로고    scopus 로고
    • Strengthening of old metallic structures in fatigue with prestressed and non-prestressed cfrp laminates
    • B. Täljsten, C. Skodborg Hansen, and J. Wittrup Schmidt Strengthening of old metallic structures in fatigue with prestressed and non-prestressed cfrp laminates Construction and Building Materials 23 2009 1665 1677
    • (2009) Construction and Building Materials , vol.23 , pp. 1665-1677
    • Täljsten, B.1    Skodborg Hansen, C.2    Wittrup Schmidt, J.3
  • 24
    • 33745998737 scopus 로고    scopus 로고
    • Frp-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure
    • J. Teng, H. Yuan, and J. Chen Frp-to-concrete interfaces between two adjacent cracks: theoretical model for debonding failure International Journal of Solids and Structures 43 2006 5750 5778
    • (2006) International Journal of Solids and Structures , vol.43 , pp. 5750-5778
    • Teng, J.1    Yuan, H.2    Chen, J.3
  • 25
    • 84869790920 scopus 로고    scopus 로고
    • Mode II fracture energy of FRP-concrete interface: Its evaluations and roles in interface modeling and anchorage design
    • Ueda, T., Dai, J., 2005. Mode II fracture energy of FRP-concrete interface: its evaluations and roles in interface modeling and anchorage design. In: ICF XI - 11th International Conference on Fracture.
    • (2005) ICF XI - 11th International Conference on Fracture
    • Ueda, T.1    Dai, J.2
  • 26
    • 33748521204 scopus 로고    scopus 로고
    • Debonding of frp-plated reinforced concrete beam, a bond-slip analysis. I. Theoretical formulation
    • J. Wang Debonding of frp-plated reinforced concrete beam, a bond-slip analysis. I. Theoretical formulation International Journal of Solids and Structures 43 2006 6649 6664
    • (2006) International Journal of Solids and Structures , vol.43 , pp. 6649-6664
    • Wang, J.1
  • 27
    • 34547751847 scopus 로고    scopus 로고
    • Cohesive zone model of frp-concrete interface debonding under mixed-mode loading
    • J. Wang Cohesive zone model of frp-concrete interface debonding under mixed-mode loading International Journal of Solids and Structures 44 2007 6551 6568
    • (2007) International Journal of Solids and Structures , vol.44 , pp. 6551-6568
    • Wang, J.1
  • 28
    • 4644271335 scopus 로고    scopus 로고
    • Experimental study on frp-to-concrete bonded joints
    • J. Yao, J. Teng, and J. Chen Experimental study on frp-to-concrete bonded joints Composites Part B 36 2005 99 113
    • (2005) Composites Part B , vol.36 , pp. 99-113
    • Yao, J.1    Teng, J.2    Chen, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.