Shear Strengthening of RC T Beam using CFRP Laminate: A Review
This paper presents the Literature Review of carbon fiber reinforced polymer (CFRP) strips to reinforced concrete (RC) as a strengthening solution for T-beams. Although a great deal of research has been carried out on Rectangular beams strengthened with Fibre-Reinforced Polymer composites (FRP), Fiber reinforced polymer (FRP) composites have been increasingly studied for their application in the flexural or shear strengthening of reinforced concrete (RC) members. A detailed discussion of the shearstrengthening repair with FRP is undertaken. This paper will be limited to research of CFRP material externally bonded to the tensile face of concrete beams. In particular, research studying the effect of externally applied CFRP materials on the shear performance of reinforced concrete beams will be reported.
[1] Gyuseon Kim, Jongsung Sim and Hongseob Oh (2008). Shear strength
of strengthened RC beams with FRPs in shear. Construction and
Building Materials pp. 1261-1270.
[2] Oral Buyukozturk, Oguz Gunes and Erdem Karaca (2004). Progress on
understanding deboning problems in reinforced concrete and steel
members strengthened using FRP composites. Construction and
Building Materials pp. 9-19.
[3] Bousselham, A., and Chaallal, O., (2004)," Shear Strengthening
Reinforced Concrete Beams with Fiber-Reinforced Polymer: Assessment
of Influencing Parameters and Required Research, ACI Structural
Journal, V. 101, No. 2, Mar.-Apr., pp. 219-227
[4] Matthys, S., and Triantafillou, T., (2001), "Shear and Torsion
Strengthening with Externally Bonded FRP Reinforcement,"
Proceedings of the International Workshop on Composites in
Construction: A Reality, E. Cosensa, G. Manfredi, and A. Nanni, eds.,
Capri, Italy, pp. 203- 210.
[5] Aram MR, Czaderski C, Motavalli M (2008). Debonding failure modes
of flexural FRP-strengthened RC beams. Composites Part B:
Engineering. 39: 826-41
[6] Pham H, Al-Mahaidi R (2004). Assessment of available prediction
models for the strength of FRP retrofitted RC beams. Composite
Structures. 66: 601-10
[7] Teng GJ, Smith TS, Yao J, Chen JF (2003). Intermediate crack-induced
debonding in RC beams and slabs. Construction and Building Materials.
17: 447-62
[8] Ceroni F (2010). Experimental performances of RC beams strengthened
with FRP materials. Construction and Building Materials. 24: 1547-59.
[9] Jumaat MZ, Alam MA (2010). Experimental and numerical analysis of
end anchored steel plate and CFRP laminate flexurally strengthened r. c.
beams. Int. J. Phys. Sci. 5:132-144.
[10] Wang YC, Hsu K (2009). Design recommendations for the strengthening
of reinforced concrete beams with externally bonded composite plates.
Composite Structures. 88: 323-32.
[11] Alam MA, Jumaat MZ (2008). Behavior of U and L shaped end
anchored steel plate strengthened reinforced concrete beams. European
Journal of Scientific Research. 22: 184-96.
[12] Ceroni F, Pecce M, Matthys S, Taerwe L (2008). Debonding strength
and anchorage devices for reinforced concrete elements strengthened
with FRP sheets. Composites Part B: Engineering. 39: 429-41.
[13] Xiong GJ, Jiang X, Liu JW, Chen L (2007). A way for preventing
tension delamination of concrete cover in midspan of FRP strengthened
beams. Construction and Building Materials. 21: 402-8.
[14] Pham H, Al-Mahaidi R (2006). Prediction models for debonding failure
loads of carbon fiber reinforced polymer retrofitted reinforced concrete
beams. J Compos Constr, ASCE. 10: 48-59.
[15] Costa IG, Barros JAO (2010). Flexural and shear strengthening of RC
beams with composite materials - The influence of cutting steel stirrups
to install CFRP strips. Cement and Concrete Composites. In Press,
Corrected Proof.
[16] Ombres L (2010). Prediction of intermediate crack debonding failure in
FRP-strengthened reinforced concrete beams. Composite Structures. 92:
322-9.
[17] Mohamed BB, Abdelouahed T, Samir B (2009). Approximate analysis
of adhesive stresses in the adhesive layer of plated RC beams.
Computational Materials Science. 46: 15-20.
[18] Riadh Al-Mahaidi, Geoff Taplin, John Susa (1999). Strengthening of
Shear Damaged Reinforced Concrete T-Beam Bridges with CFRP
Strips. Department of Civil Engineering, Monash University, Clayton,
Vic., Australia 3168 pp.1-7.
[19] Ahmed Khalifa and Antonio Nanni (2000). Improving shear capacity of
existing RC T-section beams using CFRP composites. Cement &
Concrete Composites 22 pp.165, 174.
[20] Sinaph M. Namboorimadathil, J. Gustavo Tumialan and Antonio Nanni
(2002). Behavior of RC T-beams strengthened in the negative moment
region with CFRP laminates. University of Missouri - Rolla, ICCI, San
Francisco pp.1-9.
[21] Bjorn Taljsten(2003).Strengthening concrete beams for shear with CFRP
sheets. Construction and Building Materials 17pp.15-26
[22] Abdelhak Bousselham and Omar Chaallal (2006). Behavior of
reinforced concrete T-Beams strengthened in shear with carbon fiberreinforced
polymer-an experimental study.ACI structural Journal
pp.339-348.
[23] J. Jayaprakash, A.A. Abdul Samad, A.A. Ashrabov and K.K. Chong
(2008). Experimental Investigation on Shear Resistance Behaviour of
RC Precracked and Non-Precracked T-Beams using Discrete CFRP
Strips. International Journal of Integrated Engineering (Issue on Civil
and Environmental Engineering) pp.1-15
[24] H.K. Lee, S.H. Cheong, S.K. Ha and C.G. Lee (2011), Behavior and
performance of RC T-section deep beams externally strengthened in
shear with CFRP sheets. Composite Structures pp. 911-922
[25] Elgabbas F, El-Ghandour AA, Abdelrahman AA, El-Dieb AS (2010).
Different CFRP strengthening techniques for prestressed hollow core
concrete slabs: Experimental study and analytical investigation.
Composite Structures. 92: 401-11.
[26] Polies W, Faouzi G, Khaled S (2010). Rehabilitation of interior
reinforced concrete slab-column connections using CFRP sheets.
Construction and Building Materials. 24: 1272-85.
[27] Smith ST, Kim SJ (2009). Strengthening of one-way spanning RC slabs
with cutouts using FRP composites. Construction and Building
Materials. 23: 1578-90.
[28] Anil Ö (2008). Strengthening of RC T-section beams with low strength
concrete using CFRP composites subjected to cyclic load. Construction
and Building Materials. 22: 2355-68.
[29] Bonaldo AU, Lourenco PB (2008). Efficient strengthening technique to
increase the flexural resistance of exsting RC slabs. Journal of
composites for construction. 12: 149-59.
[30] Brickner A, Curbach M (2008). Anchoring of Shear strengthening for T
beams made of textile reinforced concrete (TRC). Materials and
Structures. 41: 407-418.
[31] Maaddawy El, Soudiki KT (2008). Strengthening of reinforced concrete
slabs with mechanically-anchored unbonded FRP system. Construction
and Building Materials. 22: 444-55.
[32] Waleed AT, Jaafar MS, Razali AKM, Noorzaei J (2005). Repair and
structural performance of initially cracked reinforced concrete slabs.
Construction and Building Materials. 19: 595-603.
[1] Gyuseon Kim, Jongsung Sim and Hongseob Oh (2008). Shear strength
of strengthened RC beams with FRPs in shear. Construction and
Building Materials pp. 1261-1270.
[2] Oral Buyukozturk, Oguz Gunes and Erdem Karaca (2004). Progress on
understanding deboning problems in reinforced concrete and steel
members strengthened using FRP composites. Construction and
Building Materials pp. 9-19.
[3] Bousselham, A., and Chaallal, O., (2004)," Shear Strengthening
Reinforced Concrete Beams with Fiber-Reinforced Polymer: Assessment
of Influencing Parameters and Required Research, ACI Structural
Journal, V. 101, No. 2, Mar.-Apr., pp. 219-227
[4] Matthys, S., and Triantafillou, T., (2001), "Shear and Torsion
Strengthening with Externally Bonded FRP Reinforcement,"
Proceedings of the International Workshop on Composites in
Construction: A Reality, E. Cosensa, G. Manfredi, and A. Nanni, eds.,
Capri, Italy, pp. 203- 210.
[5] Aram MR, Czaderski C, Motavalli M (2008). Debonding failure modes
of flexural FRP-strengthened RC beams. Composites Part B:
Engineering. 39: 826-41
[6] Pham H, Al-Mahaidi R (2004). Assessment of available prediction
models for the strength of FRP retrofitted RC beams. Composite
Structures. 66: 601-10
[7] Teng GJ, Smith TS, Yao J, Chen JF (2003). Intermediate crack-induced
debonding in RC beams and slabs. Construction and Building Materials.
17: 447-62
[8] Ceroni F (2010). Experimental performances of RC beams strengthened
with FRP materials. Construction and Building Materials. 24: 1547-59.
[9] Jumaat MZ, Alam MA (2010). Experimental and numerical analysis of
end anchored steel plate and CFRP laminate flexurally strengthened r. c.
beams. Int. J. Phys. Sci. 5:132-144.
[10] Wang YC, Hsu K (2009). Design recommendations for the strengthening
of reinforced concrete beams with externally bonded composite plates.
Composite Structures. 88: 323-32.
[11] Alam MA, Jumaat MZ (2008). Behavior of U and L shaped end
anchored steel plate strengthened reinforced concrete beams. European
Journal of Scientific Research. 22: 184-96.
[12] Ceroni F, Pecce M, Matthys S, Taerwe L (2008). Debonding strength
and anchorage devices for reinforced concrete elements strengthened
with FRP sheets. Composites Part B: Engineering. 39: 429-41.
[13] Xiong GJ, Jiang X, Liu JW, Chen L (2007). A way for preventing
tension delamination of concrete cover in midspan of FRP strengthened
beams. Construction and Building Materials. 21: 402-8.
[14] Pham H, Al-Mahaidi R (2006). Prediction models for debonding failure
loads of carbon fiber reinforced polymer retrofitted reinforced concrete
beams. J Compos Constr, ASCE. 10: 48-59.
[15] Costa IG, Barros JAO (2010). Flexural and shear strengthening of RC
beams with composite materials - The influence of cutting steel stirrups
to install CFRP strips. Cement and Concrete Composites. In Press,
Corrected Proof.
[16] Ombres L (2010). Prediction of intermediate crack debonding failure in
FRP-strengthened reinforced concrete beams. Composite Structures. 92:
322-9.
[17] Mohamed BB, Abdelouahed T, Samir B (2009). Approximate analysis
of adhesive stresses in the adhesive layer of plated RC beams.
Computational Materials Science. 46: 15-20.
[18] Riadh Al-Mahaidi, Geoff Taplin, John Susa (1999). Strengthening of
Shear Damaged Reinforced Concrete T-Beam Bridges with CFRP
Strips. Department of Civil Engineering, Monash University, Clayton,
Vic., Australia 3168 pp.1-7.
[19] Ahmed Khalifa and Antonio Nanni (2000). Improving shear capacity of
existing RC T-section beams using CFRP composites. Cement &
Concrete Composites 22 pp.165, 174.
[20] Sinaph M. Namboorimadathil, J. Gustavo Tumialan and Antonio Nanni
(2002). Behavior of RC T-beams strengthened in the negative moment
region with CFRP laminates. University of Missouri - Rolla, ICCI, San
Francisco pp.1-9.
[21] Bjorn Taljsten(2003).Strengthening concrete beams for shear with CFRP
sheets. Construction and Building Materials 17pp.15-26
[22] Abdelhak Bousselham and Omar Chaallal (2006). Behavior of
reinforced concrete T-Beams strengthened in shear with carbon fiberreinforced
polymer-an experimental study.ACI structural Journal
pp.339-348.
[23] J. Jayaprakash, A.A. Abdul Samad, A.A. Ashrabov and K.K. Chong
(2008). Experimental Investigation on Shear Resistance Behaviour of
RC Precracked and Non-Precracked T-Beams using Discrete CFRP
Strips. International Journal of Integrated Engineering (Issue on Civil
and Environmental Engineering) pp.1-15
[24] H.K. Lee, S.H. Cheong, S.K. Ha and C.G. Lee (2011), Behavior and
performance of RC T-section deep beams externally strengthened in
shear with CFRP sheets. Composite Structures pp. 911-922
[25] Elgabbas F, El-Ghandour AA, Abdelrahman AA, El-Dieb AS (2010).
Different CFRP strengthening techniques for prestressed hollow core
concrete slabs: Experimental study and analytical investigation.
Composite Structures. 92: 401-11.
[26] Polies W, Faouzi G, Khaled S (2010). Rehabilitation of interior
reinforced concrete slab-column connections using CFRP sheets.
Construction and Building Materials. 24: 1272-85.
[27] Smith ST, Kim SJ (2009). Strengthening of one-way spanning RC slabs
with cutouts using FRP composites. Construction and Building
Materials. 23: 1578-90.
[28] Anil Ö (2008). Strengthening of RC T-section beams with low strength
concrete using CFRP composites subjected to cyclic load. Construction
and Building Materials. 22: 2355-68.
[29] Bonaldo AU, Lourenco PB (2008). Efficient strengthening technique to
increase the flexural resistance of exsting RC slabs. Journal of
composites for construction. 12: 149-59.
[30] Brickner A, Curbach M (2008). Anchoring of Shear strengthening for T
beams made of textile reinforced concrete (TRC). Materials and
Structures. 41: 407-418.
[31] Maaddawy El, Soudiki KT (2008). Strengthening of reinforced concrete
slabs with mechanically-anchored unbonded FRP system. Construction
and Building Materials. 22: 444-55.
[32] Waleed AT, Jaafar MS, Razali AKM, Noorzaei J (2005). Repair and
structural performance of initially cracked reinforced concrete slabs.
Construction and Building Materials. 19: 595-603.
@article{"International Journal of Architectural, Civil and Construction Sciences:61994", author = "M.B.S. Alferjani and A.A. Abdul Samad and N. Mohamad and M. Hilton and N. Ali", title = "Shear Strengthening of RC T Beam using CFRP Laminate: A Review", abstract = "This paper presents the Literature Review of carbon fiber reinforced polymer (CFRP) strips to reinforced concrete (RC) as a strengthening solution for T-beams. Although a great deal of research has been carried out on Rectangular beams strengthened with Fibre-Reinforced Polymer composites (FRP), Fiber reinforced polymer (FRP) composites have been increasingly studied for their application in the flexural or shear strengthening of reinforced concrete (RC) members. A detailed discussion of the shearstrengthening repair with FRP is undertaken. This paper will be limited to research of CFRP material externally bonded to the tensile face of concrete beams. In particular, research studying the effect of externally applied CFRP materials on the shear performance of reinforced concrete beams will be reported.
", keywords = "CFRP, Concrete, Flexural, FRP, Shear,
Strengthening.", volume = "6", number = "12", pages = "1111-5", }
