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(2004)
Interfacial stresses in sofit-plated reinforced concrete beams
(2002)
3.2 Flexural behaviour of steel beams reinforced with carbon fibre reinforced polymer composite
Jun Deng, Marcus Lee (2007)
Behaviour under static loading of metallic beams reinforced with a bonded CFRP plateComposite Structures, 78
M. Tavakkolizadeh, H. Saadatmanesh (2003)
Strengthening of Steel-Concrete Composite Girders using Carbon Fiber Reinforced Polymers SheetsJournal of Structural Engineering-asce, 129
Jun Deng, Marcus Lee, S. Moy (2004)
STRESS ANALYSIS OF STEEL BEAMS REINFORCED WITH A BONDED CFRP PLATEComposite Structures, 65
Samir Brairi, B. Kerboua, Ismail Bensaid (2018)
Improved Stresses Analysis of a Functionally Graded Beam under Prestressed CFRP PlateAdvanced Composites Letters, 27
L. Ascione, L. Feo (2000)
Modeling of composite/concrete interface of RC beams strengthened with composite laminatesComposites Part B-engineering, 31
(2013)
Interfacial stresses analysis of damaged structures: new finite element approach
P. Mukhopadhyaya, N. Swamy (2001)
Interface Shear Stress: A New Design Criterion for Plate DebondingJournal of Composites for Construction, 5
A. Tounsi, S. Benyoucef (2007)
Interfacial stresses in externally FRP-plated concrete beamsInternational Journal of Adhesion and Adhesives, 27
R. Balendran, T. Rana, A. Nadeem (2001)
Strengthening of concrete structures with FRP sheets and platesStructural Survey, 19
A. Bouchikhi, A. Megueni, S. Gouasmi, F. Boukoulda (2013)
Effect of mixed adhesive joints and tapered plate on stresses in retrofitted beams bonded with a fiber-reinforced polymer plateMaterials & Design, 50
B. Täljsten (1997)
STRENGTHENING OF BEAMS BY PLATE BONDINGJournal of Materials in Civil Engineering, 9
T. Stratford, Jian Chen (2005)
Designing for tapers and defects in FRP-strengthened metallic structures
Scott Smith, J. Teng (2001)
Interfacial stresses in plated beamsEngineering Structures, 23
T. Triantafillou, Costas Antonopoulos (2000)
Design of Concrete Flexural Members Strengthened in Shear with FRPJournal of Composites for Construction, 4
(1997)
Interface crack propagation in FRP-strengthened concrete structures: non-metallic (FRP) reinforcement for concrete structures
H. Leung, R. Balendran, T. Maqsood, A. Nadeem, T. Rana, Waiching Tang (2003)
Fibre reinforced polymer materials for prestressed concrete structuresStructural Survey, 21
E. Ghafoori (2013)
Interfacial stresses in beams strengthened with bonded prestressed platesEngineering Structures, 46
R. Haghani, M. Al‐Emrani, R. Kliger (2009)
Interfacial stress analysis of geometrically modified adhesive joints in steel beams strengthened with FRP laminatesConstruction and Building Materials, 23
Y. Frostig, O. Thomsen, F. Mortensen (1999)
Analysis of Adhesive-Bonded Joints, Square-End, and Spew-Fillet—High-Order Theory ApproachJournal of Engineering Mechanics-asce, 125
Ahmet Çalık (2016)
Effect of adherend shape on stress concentration reduction of adhesively single lap jointEngineering review, 36
Ahmet Çalık (2016)
EFFECT OF ADHEREND SHAPE ON STRESS CONCENTRATION REDUCTION OF ADHESIVELY BONDED SINGLE LAP JOINT
Noor Akroush, T. Almahallawi, Mohamed Seif, E. Sayed-Ahmed (2017)
CFRP shear strengthening of reinforced concrete beams in zones of combined shear and normal stressesComposite Structures, 162
T. Stratford, J. Cadei (2006)
Elastic analysis of adhesion stresses for the design of a strengthening plate bonded to a beamConstruction and Building Materials, 20
Md Rahman, M. Jumaat, M. Rahman, I. Qeshta (2015)
Innovative hybrid bonding method for strengthening reinforced concrete beam in flexureConstruction and Building Materials, 79
S. Denton (2001)
ANALYSIS OF STRESSES DEVELOPED IN FRP PLATED BEAMS DUE TO THERMAL EFFECTS
(1989)
Approximate, analysis of shear and normal stress concentrations in adhesive layer of plated RC beams
M. Edalati, F. Irani (2012)
Interfacial Stresses in RC Beams Strengthened by Externally Bonded FRP/Steel Plates with Effects of Shear DeformationsJournal of Composites for Construction, 16
T. Stratford, J. Cadei, L. Hollaway (2004)
CIRIA report C595 - Strengthening Metallic Structures using Externally-Bonded FRP
M. Sundarraja, G. Prabhu (2013)
Flexural behaviour of CFST members strengthened using CFRP compositesSteel and Composite Structures, 15
B. Kerboua, Ismail Bensaid, E. Bedia (2013)
Impact of interfacial stresses distribution of structures reinforced by composites FRP: new model of the laminate layersJournal of Adhesion Science and Technology, 27
R. Jones, R. Swamy, A. Charif (1988)
PLATE SEPARATION AND ANCHORAGE OF REINFORCED CONCRETE BEAMS STRENGTHENED BY EPOXY-BONDED STEEL PLATESThe Structural engineer, 66
C. Herakovich (1997)
Mechanics of Fibrous Composites
H. Saadatmanesh, A. Malek (1998)
Design Guidelines for Flexural Strengthening of RC Beams with FRP PlatesJournal of Composites for Construction, 2
Ahmet Çalık, Sefa Yildirim (2015)
An investigation on the effect of parallel slot in bi-adhesive single lap joints with spew filletJournal of Engineering Research, 3
K. Belakhdar, A. Tounsi, S. Benyoucef, E. Bedia, S. Hassar (2010)
On the Reduction of the Interfacial Stresses in a Repaired Beam with an Adhesively Bonded FRP PlateComposite Interfaces, 17
The sustainability of the structures is not only a technical goal, but also a matter of social and environmental values. This requires the researchers to use very rigid, highly durable and corrosion-resistant composite structures in order to achieve the technical, environmental and social goals. The purpose of this paper is to present an original work on reducing the interfacial stresses of bonded structures with fibre-reinforced polymers (FRP) plates based on new taper design.Design/methodology/approachIn this proposed concept, the effect of combined taper is investigated on reducing interfacial stresses, attempting to enhance the structure performance and address the debonding problem that comes with reinforcing techniques. This research is carried out by using finite element analysis, incorporating many new parameters.FindingsAs a result, a new solution is discovered that combined taper in both adhesive layer and composite laminate, which significantly reduces the interfacial stresses at the end of the FRP plate. Additionally, a parametric study is carried out in order to determine the optimal configurations of taper dimensions as well as other parameters that influence the stress concentration distribution at the edge of the adherends.Practical implicationsThis new design regarding the reduction of interfacial stresses will help in increasing the lifespan of damaged structures reinforced by FRP composites, preserving thus its technical, historical and social values.Originality/valueThe paper uses straight, concave and convex fillets with inverse taper as a new design solution with new parameters including thermo-mechanical loads and pre-stressed FRP plate with multi-layer, fibre orientation and shear-lag effects.
International Journal of Building Pathology and Adaptation – Emerald Publishing
Published: Mar 29, 2019
Keywords: Interfacial stresses; Taper; Shear stress; FRP composites; Strengthening
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