Efficient finite element modelling of reinforced concrete beams retrofitted with fibre reinforced polymers

Computers and Structures

Volumn 87, Issue 3-4, 2009, Pages 167-176

  Barbato, M ^a  

^a Louisiana State University   (United States)

Author keywords

Bonding; Fibre reinforced polymers; Nonlinear finite element analysis; Reinforced concrete structures; Strengthening

Indexed keywords

BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; COMPUTATIONAL EFFICIENCY; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; EXPERIMENTS; FIBER REINFORCED PLASTICS; FIBERS; FINITE ELEMENT METHOD; FLOATING BREAKWATERS; MATHEMATICAL MODELS; MODAL ANALYSIS; PHOTORESISTS; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; STRENGTHENING (METAL);

APPLIED LOADS; BEAM ELEMENTS; COMPUTATIONALLY EXPENSIVE; CONCRETE CRUSHING; DISCRETIZATION; EXPERIMENTAL MEASUREMENTS; EXTERNALLY BONDED; FIBRE REINFORCED POLYMERS; FINITE ELEMENT MODELLING; FINITE ELEMENTS; FLEXURAL STRENGTHENING; LOAD-CARRYING CAPACITIES; MESH REFINEMENTS; MIDSPAN DEFLECTIONS; NONLINEAR FINITE ELEMENT ANALYSIS; NUMERICAL SIMULATIONS; PARAMETRIC STUDIES; POINT BENDING; PRACTICAL USES; RC BEAMS; RC FRAME STRUCTURES; REINFORCED CONCRETE BEAMS; REINFORCED CONCRETE STRUCTURES; REINFORCING STEELS; SIMULATED RESPONSES; STRENGTHENING;

STRUCTURAL DESIGN;

EID: 58149512799     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2008.11.006     Document Type: Article

References (49)

1. JSCE, Recommendations for upgrading of concrete structures with use of continuous fiber sheets. Technical Report, Research Committee on Upgrading of Concrete Structures with Use of Continuous Fiber Sheets, Japanese Society of Civil Engineers; 2000.
2. Fib Bullettin 14, Externally bonded FRP reinforcement for RC structures. Technical Report, Federation Internationale du Beton; 2001.
3. ISIS, Retrofitting concrete structures with fiber reinforced polymers. ISIS, Canada; 2001.
4. ACI 440, Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. Technical Report, American Concrete Institute; 2002.
5. CS 55, Design guidance for strengthening concrete structures using fibre composite materials. Technical Report, Concrete Society, UK; 2004.
6. Smith S.T., and Teng J.G. FRP-strengthened RC beams I: review of debonding strength. Eng Struct 24 (2002) 385-395
7. Teng J.G., Chen J.F., Smith S.T., and Lam L. FRP-strengthened RC structures (2002), Wiley, West Sussex
8. Teng J.G., Chen J.F., Smith S.T., and Lam L. Behaviour and strength of FRP-strengthened RC structures: a state-of-the-art review. Proc Inst Civil Eng, Struct Build 156 1 (2003) 51-62
9. Karbhari V.M., Niu H., and Sikorsky C. Review and comparison of fracture mechanics-based bond strength models for FRP-strengthened structures. J Reinf Plast Compos 25 (2006) 1757-1794
10. ACI 440R-07, Report on fiber-reinforced polymer (FRP) reinforcement for concrete structures. Technical Report 440, American Concrete Institute; 2007.
11. Sharif A., Al-Sulaimani G.J., Basunbul I.A., Baluch M.H., and Ghaleb B.N. Strengthening of initially loaded reinforced concrete beams using FRP plates. Struct J (ACI) 91 2 (1994) 160-168
12. Van Gemert D. Force transfer in epoxy-bonded steel-concrete joints. Int J Adhes Adhes 1 (1980) 67-72
13. An W., Saadatmanesh H., and Ehsani M.R. RC beams strengthened with GFRP plates. II: analysis and parametric study. J Struct Eng (ASCE) 117 11 (1991) 3434-3455
14. Ritchie A., Thomas D.A., Lu L.W., and Connelly G.M. External reinforcement of concrete beams using fiber reinforced plastics. Struct J (ACI) 88 4 (1991) 490-500
15. Saadatmanesh H., and Ehsani M.R. RC beams strengthened with GFRP plates. I: experimental study. J Struct Eng (ASCE) 117 11 (1991) 3417-3433
16. Triantafillou T.C., and Plevris N. Strengthening of RC beams with epoxy bonded fiber composite materials. Mater Struct 25 (1992) 201-211
17. Al-Sulaimani G.J., Sharif A., Basunbul I.A., Baluch M.H., and Ghaleb B.N. Shear repair for reinforced concrete by fiberglass plate bonding. Struct J (ACI) 91 3 (1994) 458-464
18. Zarnic R., Gostic S., Bosiljkov V., and Bokan-Bosiljkov V. Improvement of bending load-bearing capacity by externally bonded plates. In: Dhir R.K., and Henderson N.A. (Eds). Proceedings creating with concrete (1999), Thomas Telford, London 433-442
19. Wu Z.S., and Niu H.D. Study on debonding failure load of RC beams strengthened with FRP sheets. J Struct Eng (JSCE) 46 A (2000) 1431-1441
20. Ahmed O., Van Gemert D., and Vandewalle L. Improved model for plate-end shear of CFRP strengthened RC beams. Cement Concrete Compos 23 (2001) 3-19
21. Almusallam T.H., and Al-Salloum Y.A. Ultimate strength prediction for RC beams externally strengthened by composite materials. Compos: Part B 32 (2001) 609-619
22. Eng C. The use of mechanical anchorage in FRP strengthening of reinforced concrete beams. Master Thesis, Department of Structural Engineering. CA, USA, University of California San Diego; 2004.
23. Maalej M., and Leong K.S. Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams. Compos Sci Technol 65 7-8 (2005) 1148-1158
24. Aprile A., Spacone E., and Limkatanyu S. Role of bond in RC beams strengthened with steel and FRP plates. J Struct Eng (ASCE) 127 12 (2001) 1445-1452
25. Jerome D.M., and Ross C.A. Simulation of the dynamic response of concrete beams externally reinforced with carbon-fiber reinforced plastic. Comput Struct 64 5-6 (1997) 1129-1153
26. Rahimi H., and Hutchinson A. Concrete beams strengthened with externally bonded FRP plates. J Compos Constr (ASCE) 5 1 (2001) 44-56
27. Moller B., Graf W., Hoffmann A., and Steinigen F. Numerical simulation of RC structures with textile reinforcement. Comput Struct 83 (2005) 1659-1688
28. Camata G., Spacone E., and Zarnic R. Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates. Compos Part B 38 (2007) 277-288
29. Kotynia R., Baky H.A., Neale K.W., and Ebead U.A. Flexural strengthening of RC beams with externally bonded CFRP systems: test results and 3D nonlinear FE analysis. J Compos Constr (ASCE) 12 2 (2008) 190-201
30. Flood I., Muszynski L., and Nandy S. Rapid analysis of externally reinforced concrete beams using neural networks. Comput Struct 79 (2001) 1553-1559
31. Spacone E, Filippou FC, Taucer FF. Fiber beam-column element for seismic response analysis of reinforced concrete structures. UCB/EERC Rep. 91/17, Earthquake Engineering Research Center, University of California, Berkeley, Richmond, CA, USA; 1991.
32. Spacone E., Filippou F.C., and Taucer F.F. Fibre beam-column element for nonlinear analysis of R/C frames. Part I: formulation. Earthquake Eng Struct Dyn 25 (1996) 711-725
33. Spacone E., Filippou F.C., and Taucer F.F. Fibre beam-column element for nonlinear analysis of R/C frames Part II: application. Earthquake Eng Struct Dyn 25 (1996) 727-742
34. Neuenhofer A., and Filippou F.C. Evaluation of nonlinear frame finite-element models. J Struct Eng (ASCE) 123 7 (1997) 958-966
35. Balan T.A., Filippou F.C., and Popov E.P. Constitutive model for 3D cyclic analysis of concrete structures. J Eng Mech (ASCE) 123 2 (1997) 143-153
36. Balan T.A., Spacone E., and Kwon M. A 3D hypoplastic model for cyclic analysis of concrete structures. Eng Struct 23 (2001) 333-342
37. Kwon M., and Spacone E. Three-dimensional finite element analyses of reinforced concrete columns. Comput Struct 80 (2002) 199-212
38. Zona A, Barbato M, Conte JP. Finite element response sensitivity analysis of steel-concrete composite structures. Technical Report SSRP-04/02, Department of Structural Engineering, University of California San Diego, La Jolla, CA, USA; 2004.
39. Zona A., Barbato M., and Conte J.P. Finite element response sensitivity analysis of steel-concrete composite beams with deformable shear connection. J Eng Mech (ASCE) 131 11 (2005) 1126-1139
40. Menegotto M, Pinto PE. Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending. In: Proceedings, IABSE symposium on resistance and ultimate deformability of structures acted on by well-defined repeated loads, Zurich, Switzerland; 1973. p. 112-23.
41. Monti G., and Nuti C. Nonlinear cyclic behavior of reinforcing bars including buckling. J Struct Eng (ASCE) 118 12 (1992) 3268-3284
42. Barbato M., and Conte J.P. Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models. Int J Reliab Safety 1 1-2 (2006) 3-39
43. Monti G, Renzelli M, Luciani P. FRP adhesion to uncracked and cracked concrete zones. In: Proceedings, sixth international symposium on FRP reinforcement for concrete structures (FRPRCS-6), Singapore; 2003.
44. Monti G, Barbato M. Fiber-section FE of FRP-strengthened RC beam in flexure, shear and confinement. In: Proceedings sixth international symposium on FRP reinforcement for concrete structures (FRPRCS-6), Singapore; 2003.
45. Barbato M, Monti G, Santinelli F. Fiber-section FE of FRP-strengthened RC beam for seismic analysis. In: Proceedings, fib-symposium concrete structures in seismic regions, Athens, Greece; 2003.
46. Filippou FC, Constantinides M. FEDEASLab getting started guide and simulation examples. Technical Report NEESgrid-2004-22; 2004. www.neesgrid.org.
47. MathWorks Inc. Matlab - High performance numeric computation and visualization software. User's guide, Natick, MA, USA; 1997.
48. Bathe K.J. Finite element procedures (1995), Prentice-Hall, Englewood Cliffs, NJ, USA
49. Coleman J., and Spacone E. Localization issues in force-based frame elements. J Struct Eng (ASCE) 127 11 (2001) 1257-1265