[1] Krauthammer T (1970) Blast mitigation technologies: developments and numerical considerations for behavior assessment and design. WIT Trans Built Environ 35.
[2] Gilmour JR, Virdi KS (1998) Numerical modelling of the progressive collapse of framed structures as a result of impact or explosion. In: 2nd Int. Ph. D. Symposium in Civil Engineering, Budapest, Hungary
[3] Buchan PA, Chen JF (2007) Blast resistance of FRP composites and polymer strengthened concrete and masonry structures--A state-of-the-art review. Compos Part B Eng 38:509–522
[4] Chen JF, Teng JG (2003) Shear capacity of FRP-strengthened RC beams: FRP debonding. Constr Build Mater 17:27–41
[5] Carloni C, Subramaniam K V (2010) Direct determination of cohesive stress transfer during debonding of FRP from concrete. Compos Struct 93:184–192
[6] Buyukozturk O, Hearing B (1998) Failure behavior of precracked concrete beams retrofitted with FRP. J Compos Constr 2:138–144
[7] Subramaniam K V, Carloni C, Nobile L (2011) An understanding of the width effect in FRP--concrete debonding. Strain 47:127–137
[8] Carloni C, Subramaniam K V (2012) FRP-masonry debonding: numerical and experimental study of the role of mortar joints. J Compos Constr 16:581–589
[9] Crawford JE, Malvar LJ, Morrill KB (2001) Reinforced concrete column retrofit methods for seismic and blast protection. In: Proceeding of the SAME National Symposium on Comprehensive Force Protection, Charleston, SC
[10] Foden A, Balaguru P, Lyon R, Davidovits J (1996) High temperature inorganic resin for use in fiber reinforced composites. In: First International Conference on Composites in Infrastructure
[11] D’Antino T, Sneed L, Carloni C, Pellegrino C (2013) Bond behavior of the FRCM-concrete interface
[12] Loreto G, Babaeidarabad S, Leardini L, Nanni A (2015) RC beams shear-strengthened with fabric-reinforced-cementitious-matrix (FRCM) composite. Int J Adv Struct Eng 7:341–352
[13] Donnini J, Corinaldesi V (2017) Mechanical characterization of different FRCM systems for structural reinforcement. Constr Build Mater 145: . doi: 10.1016/j.conbuildmat.2017.04.051
[14] y Basalo FJ, Nanni A, James JP (2009) Qualitative and quantitative environmental impact analysis of BFRC vs GFRP: green building construction rehabilitation systems. In: Engineering sustainability conference. Pittsburgh (PA)
[15] Bisby LA, Roy EC, Ward M, Stratford TJ (2009) Fibre reinforced cementitious matrix systems for fire-safe flexural strengthening of concrete: pilot testing at ambient temperature. Proc Adv Compos Constr Edinburgh, UK
[16] Triantafillou T (2011) Innovative textile-based composites for strengthening and seismic retrofitting of concrete and masonry structures. In: Advances in FRP Composites in Civil Engineering. Springer, pp 3–12
[17] Wiberg A (2003) Strengthening of concrete beams using cementitious carbon fibre composites. Byggvetenskap
[18] Banholzer B, Brockmann T, Brameshuber W (2006) Material and bonding characteristics for dimensioning and modelling of textile reinforced concrete (TRC) elements. Mater Struct 39:749–763
[19] Brückner A, Ortlepp R, Curbach M (2006) Textile reinforced concrete for strengthening in bending and shear. Mater Struct Constr 39:741–748 . doi: 10.1617/s11527-005-9027-2
[20] Hegger J, Will N, Bruckermann O, Voss S (2006) Load--bearing behaviour and simulation of textile reinforced concrete. Mater Struct 39:765–776
[21] Hartig J, Häußler-Combe U, Schicktanz K (2008) Influence of bond properties on the tensile behaviour of Textile Reinforced Concrete. Cem Concr Compos 30:898–906
[22] Peled A, Zaguri E, Marom G (2008) Bonding characteristics of multifilament polymer yarns and cement matrices. Compos Part A Appl Sci Manuf 39:930–939
[23] Zastrau B, Lepenies I, Richter M (2008) On the multi scale modeling of textile reinforced concrete. Tech Mech 28:53–63
[24] Täljsten B, Blanksvärd T (2007) Mineral-based bonding of carbon FRP to strengthen concrete structures. J Compos Constr 11:120–128
[25] Wu HC, Sun P (2005) Fiber reinforced cement based composite sheets for structural retrofit. In: Proceedings of the international symposium on bond behaviour of FRP in structures (BBFS 2005). pp 343–348
[26] Prota A, Marcari G, Fabbrocino G, et al (2006) Experimental in-plane behavior of tuff masonry strengthened with cementitious matrix--grid composites. J Compos Constr 10:223–233
[27] Lignola GP, Prota A, Manfredi G (2009) Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites. J Compos Constr 13:243–251
[28] Parisi F, Lignola GP, Augenti N, et al (2011) Nonlinear behavior of a masonry subassemblage before and after strengthening with inorganic matrix-grid composites. J Compos Constr 15:821–832
[29] Kolsch H (1998) Carbon fiber cement matrix (CFCM) overlay system for masonry strengthening. J Compos Constr 2:105–109
[30] D’Ambrisi A, Focacci F, Luciano R, et al (2015) Carbon-FRCM materials for structural upgrade of masonry arch road bridges. Compos Part B Eng 75:355–366
[31] Tetta ZC, Koutas LN, Bournas DA (2016) Shear strengthening of full-scale RC T-beams using textile-reinforced mortar and textile-based anchors. Compos Part B Eng 95:225–239
[32] D’Antino T, Papanicolaou C (2017) Mechanical characterization of textile reinforced inorganic-matrix composites. Compos Part B Eng
[33] Ombres L (2011) Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite material. Compos Struct 94:143–155
[34] Loreto G, Leardini L, Arboleda D, Nanni A (2013) Performance of RC Slab-Type Elements Strengthened with Fabric-Reinforced Cementitious-Matrix Composites. Am Soc Civ Eng 1–9 . doi: 10.1061/(ASCE)CC.1943-5614.0000415.
[35] Babaeidarabad S, Loreto G, Nanni A (2014) Flexural Strengthening of RC Beams with an Externally Bonded Fabric-Reinforced Cementitious Matrix. J Compos Constr 1–12 . doi: 10.1061/(ASCE)CC.1943-5614.0000473.
[36] Tzoura E, Triantafillou TC (2016) Shear strengthening of reinforced concrete T-beams under cyclic loading with TRM or FRP jackets. Mater Struct 49:17–28
[37] Elsanadedy HM, Almusallam TH, Alsayed SH, Al-Salloum YA (2013) Flexural strengthening of RC beams using textile reinforced mortar--Experimental and numerical study. Compos Struct 97:40–55
[38] Santandrea M, Quartarone G, Carloni C, Gu XL (2017) Confinement of Masonry Columns with Steel and Basalt FRCM Composites. In: Key Engineering Materials. pp 342–349
[39] Koutas LN, Bournas DA (2016) Flexural strengthening of two-way RC slabs with textile-reinforced mortar: experimental investigation and design equations. J Compos Constr 4016065
[40] Carloni C, Verre S, Sneed LH, Ombres L (2017) Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints. Compos Part B Eng 108:301–314 . doi: 10.1016/j.compositesb.2016.09.087
[41] Weiland S, Ortlepp R, Curbach M (2006) Strengthening of predeformed slabs with textile reinforced concrete. In: Proceedings of the second International fib-Congress CEB-FIP
[42] Gonzalez-Libreros JH, Sabau C, Sneed LH, et al (2017) State of research on shear strengthening of RC beams with FRCM composites. Constr Build Mater 149:444–458
[43] Focacci F, Carloni C (2015) Periodic variation of the transferable load at the FRP-masonry interface. Compos Struct 129: . doi: 10.1016/j.compstruct.2015.03.008
[44] Mays G (1995) Blast effects on buildings: Design of buildings to optimize resistance to blast loading. Thomas Telford
[45] Smith PD, Hetherington JG (1994) Blast and ballistic loading of structures. Digital Press
[46] Merrifield R (1993) Simplified calculations of blast induced injuries and damage. Health and Safety Executive, Technology and Health Sciences Division
[47] Baker WE, Cox PA, Kulesz JJ, et al (2012) Explosion hazards and evaluation. Elsevier
[48] Shi Y, Hao H, Li Z-X (2008) Numerical derivation of pressure--impulse diagrams for prediction of RC column damage to blast loads. Int J Impact Eng 35:1213–1227
[49] Li QM, Meng H (2002) Pressure-impulse diagram for blast loads based on dimensional analysis and single-degree-of-freedom model. J Eng Mech 128:87–92
[50] Li QM, Meng H (2002) Pulse loading shape effects on pressure--impulse diagram of an elastic--plastic, single-degree-of-freedom structural model. Int J Mech Sci 44:1985–1998
[51] Fallah AS, Louca LA (2007) Pressure--impulse diagrams for elastic-plastic-hardening and softening single-degree-of-freedom models subjected to blast loading. Int J Impact Eng 34:823–842
[52] Ma GW, Shi HJ, Shu DW (2007) P--I diagram method for combined failure modes of rigid-plastic beams. Int J Impact Eng 34:1081–1094
[53] Karthaus W, Leussink JW (1983) Dynamic loading: more than just a dynamic load factor
[54] Army US (1990) Navy and Air Force. Structures to resist the effect of accidental explosions. TM5-1300
[55] Mutalib AA, Hao H (2011) Development of P-I diagrams for FRP strengthened RC columns. Int J Impact Eng 38:290–304 . doi: 10.1016/j.ijimpeng.2010.10.029
[56] Sayed-Ahmed EY (2006) Numerical investigation into strengthening steel I-section beams using CFRP strips. In: Structures Congress 2006: Structural Engineering and Public Safety. pp 1–8
[57] Kerakoll S.p.A. – web site: <www.kerakoll.com> [accessed May 2017].