1 |
Abdel-Karim, A.A. (2014), "Shear strengthening of reinforced concrete beams with rectangular web openings by FRP composites", Adv. Concrete Constr., 2(4), 281-300.
DOI
|
2 |
Abdul, A.A., Ali, S.N. and Mohamad, N. (2017), "Shear strengthening and shear repair of 2-span continuous RC beams with CFRP strips", J. Compos. Constr., 21(3), 401- 412.
|
3 |
ACI 318R-4 (2014), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute; Farmington Hills, Michigan, USA.
|
4 |
ACI 440.2R-08 (2008), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete MI, USA.
|
5 |
Al-Tersawy, S.H. (2013), "Effect of fiber parameters and concrete strength on shear behavior of strengthened RC beams", Constr. Build. Mater., 44, 15-24.
DOI
|
6 |
ASTM C 39/C 39M-04a (2005), Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA.
|
7 |
Belarbi, A. and Acun, B. (2013), "FRP systems in shear strengthening of reinforced concrete structures", Procedia Eng., 57, 2-8.
DOI
|
8 |
Chen, J.F. and Teng, J.G. (2003), "Shear capacity of FRP strengthened RC beam: FRP de-bonding", Constr. Build. Mater., 17(1), 27-41.
DOI
|
9 |
De Lorenzis, L. and Rizzo, A. (2009), "Behavior and capacity of RC beams strengthened in shear with NSM FRP Reinforcement", Constr. Build. Mater., 23, 1555-1567.
DOI
|
10 |
De Lorenzis, L. and Teng, J.G. (2007), "Near-surface mounted FRP reinforcement: an emerging technique for strengthening structures", Compos. Part B Eng., 38(2), 119-143.
DOI
|
11 |
Galal, K. and Mofidi, A. (2010), "Shear strengthening of RC Tbeams using mechanically anchored un-bonded dry carbon fiber sheets", J. Perform. Constr. Facil., 24(1), 31-39.
DOI
|
12 |
Grande, E., Imbimb, M. and Rasulo, A. (2009), "Effect of transverse steel on the response of RC beams strengthened in shear by FRP-experimental study", J. Compos. Constr., 13(5), 405-414.
DOI
|
13 |
Mesbah, H.A. and Benzaid, R. (2017), "Damage-based stressstrain model of RC cylinders wrapped with CFRP composites", Adv. Concrete Constr., 5(5), 539-561.
DOI
|
14 |
Gunes, O., Lau, D., Tuakta, C. and Buyukozturk, O. (2013), "Ductility of FRP- concrete systems: investigations at different length scales", Constr. Build. Mater., 49, 915-925.
DOI
|
15 |
Hosen, M.A., Jumaat, M.Z., Saiful Islam, A.B.M., Kamruzzaman, M., Nazmul Huda, M.D. and Rahman Soeb, M. (2015), "Eliminating concrete cover separation of NSM strengthened beam by CFRP end anchorage", Struct. Eng. Mech., 56(6), 899-916.
DOI
|
16 |
Kuntal, V.S., Chellapandian, M. and Prakash, S.S. (2017), "Efficient near surface mounted CFRP shear strengthening of high strength pre-stressed concrete beams-An experimental study", Compos. Struct., 180, 16-28.
DOI
|
17 |
Mofidi, A. and Chaallal, O. (2014), "Effect of steel stirrups on shear resistance gain due to externally bonded fiber sheets", ACI Struct. J., 111(2), 353-362.
|
18 |
Mofidi, A., Chaallal, O. and Cheng, L. (2016), "Investigation of near surface-mounted method for shear rehabilitation of reinforced concrete beams using fiber reinforced-polymer composites". J. Compos. Constr., 20(2), 201-214.
|
19 |
Mostofinejad, D. and Mahmoudabadi, E. (2010), "Grooving as an alternative of surface preparation to postpone de-bonding of FRP lamination in concrete beams", J. Compos. Constr., 14(6), 804-811.
DOI
|
20 |
Mostofinejad, D. and Moshiri, N. (2014), "Compressive strength of CFRP composites used for strengthening of RC columns: Comparative evaluation of EBR and grooving methods", J. Compos. Constr., 19, 04014079.
DOI
|
21 |
Rita, S.Y., Wong, F. and Vecchio, J. (2003), "Towards modeling of reinforced concrete members with externally bonded fiber reinforced polymer composites", ACI Struct. J., 100(1), 47-55.
|
22 |
Mostofinejad, D. and Shameli, S.M. (2013), "Externally bonded reinforcement in grooves (EBRIG) technique to postpone debonding of FRP sheets in strengthened concrete beams", Constr. Build. Mater., 38, 751-758.
DOI
|
23 |
Mostofinejad, D. and Tabatabaei Kashani, A. (2013), "Experimental study on effect of EBR and EBROG methods on de-bonding of FRP sheets used for shear strengthening of RC beams", Compos. Part B Eng., 45, 1704-1713.
DOI
|
24 |
Mostofinejad, D. and Torabian, A. (2015), "Experimental study of circular RC columns strengthened with longitudinal CFRP composites under eccentric loading: Comparative evaluation of EBR and EBROG methods on effect of EBR and EBROG methods", J. Compos. Constr., 20(2), 04015055.
DOI
|
25 |
Mostofinejad, D., Esfahani, M.R. and Shomali, A. (2019), "Experimental and numerical study of the RC beams shearstrengthened with NSM technique", J. Compos. Mater., 0021998319830777.
|
26 |
Mostofinejad, D., Hosseini, S.A. and Razavi, S.B. (2016), "Influence of different bonding and wrapping techniques on performance of beams strengthened in shear using CFRP reinforcement", Constr. Build. Mater., 116, 310-320.
DOI
|
27 |
Saljoughian, A. and Mostofinejad, D. (2018), "Grooving methods in square RC columns strengthened with longitudinal CFRP under cyclic axial compression", Eng. Struct., 174, 724-735.
DOI
|
28 |
Satish Kumar, C.N., Krishna, P.V. and Kumar, D.R. (2017), "Effect of fiber and aggregate size on mode-I fracture parameters of high strength concrete", Adv. Concrete Constr., 5(6), 613-624.
DOI
|
29 |
Sumathi, A. and Arun Vignesh, S. (2017), "Study on behavior of RCC beams with externally bonded FRP members in flexure", Adv. Concrete Constr., 5(6), 625-638.
DOI
|
30 |
Shomali, A., Mostofinejad, D. and Esfahani, M.R. (2019), "Shear strengthening of RC beams using EBRIG CFRP strips: A comparative study", Eur. J. Environ. Civil Eng., 5(6), 625-638.
|
31 |
Teng, J.G., Chen, J.F., Smith, S.T. and Lam, L. (2002), FRP Strengthened RC Structures, John Wiley & Sons, USA.
|
32 |
Zhou, C., Ren, D. and Cheng, X. 2017, "Shear-strengthening of RC continuous T-beams with spliced CFRP U-strips around bars against flange top", Struct. Eng. Mech., 64(1), 135-143.
DOI
|