[I] Davidson, J.S., et al.; "Explosive testing of polymer retrofit masonry walls"; Journal of Performance of Constructed Facilities, 2004. 18(2), 100-106.
[2] Davidson, J.S., et al.; "Failure mechanisms of polymer-reinforced concrete masonry walls subjected to blast"; Journal of Structural Engineering, 2005. 131(8), 1194-1205.
[3] Sabuwala, T., D. Linzell, and T. Krauthammer; "Finite element analysis of steel beam to column connections subjected to blast loads"; International Journal of Impact Engineering, 2005, 31(7), 861¬867.
[4] Baylot, J.T. and T.L. Bevins; "Effect of responding and failing structural components on the airblast pressures and loads on and inside of the structure"; Computers & structures, 2007. 85(11), 891-910.
[5] Lopez, C. and J.P. Petti ,Finite Element Analysis of the Arquin-Designed CMU Wall under a Dynamic (Blast) Load. 2008, SAND2008-8123, Sandia National Laboratories, Albuquerque, NM.
[6] Zhou, X., et al.; "Numerical prediction of concrete slab response to blast loading"; International Journal of Impact Engineering, 2008. 35(10), 1186-1200.
[7] Coughlin, A., et al.; "Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges"; International Journal of Impact Engineering, 2010. 37(5), 521-529.
[8] Haddad, M., et al.; "Strengthening of a concrete masonry wall subject to lateral load with sprayed glass-fibre-reinforced polymer"; Canadian Journal of Civil Engineering, 2010. 37(10), 1315-1330.
[9] Raman, S., T. Ngo, and P. Mendis; "A review on the use of polymeric coatings for retrofitting of structural elements against blast effects"; Electronic Journal of Structural Engineering, 2011. 11, 69¬80.
[10] Mao, L., et al.; "Numerical simulation of ultra high performance fibre reinforced concrete panel subjected to blast loading"; International Journal of Impact Engineering, 2014. 64, 91-100.
[II] Buchan, P. and J. Chen; "Blast resistance of FRP composites and polymer strengthened concrete and masonry structures-A state-of-the-art review"; Composites Part B :Engineering, 2007. 38(5),
509-522.
[12] Wu, C., et al.; "Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs";
Engineering Structures, 2009. 31(9), 2060-2069. [13] Myers, J.J., A. Belarbi, and K.A. El-Domiaty; "Blast resistance of FRP retrofitted un-reinforced
masonry (URM) walls with and without arching action"; The Masonry Society Journal, 2004. 22(1),
9-26.
[14] Chen, J., H. Yuan, and J. Teng; "Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members"; Engineering Structures, 2007. 29(2), 259-270.
475
GHADERI, MALEKI, ANDALIBI
[15] Lu, X., et al.; "Finite element simulation of debonding in FRP-to-concrete bonded joints";
Construction and Building Materials, 2006. 20(6), 412-424.
[16] Lu, X., et al.; "Meso-scale finite element model for FRP sheets/plates bonded to concrete";
Engineering Structures, 2005. 27(4), 564-575.
[17] Wu, K.-C., B. Li, and K.-C. Tsai; "The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns"; Journal of Constructional Steel Research,
2011. 67(4), 602-612.
[ 18] Hu, H.-T. and Y.-H. Lin; "Ultimate analysis of PWR prestressed concrete containment subjected to
internal pressure"; International journal of pressure vessels and piping, 2006, 83(3), 1161-167. [19] Bao, X. and B. Li; "Residual strength of blast damaged reinforced concrete columns"; International
journal of impact engineering, 2010. 37(3), 295-308. [20] Hao, H., H.K. Cheong, and S. Cui; "Numerical study of dynamic buckling of steel columns
subjected to underground explosion"; Key Engineering Materials, 2002. 233, 211-216. [21] Tai, Y., et al.; "Dynamic response of a reinforced concrete slab subjected to air blast load";
Theoretical and applied fracture mechanics, 2011. 56(3), 140-147. [22] Macorini, L. and B. Izzuddin; "Nonlinear Analysis of Unreinforced Masonry Walls under Blast
Loading Using Mesoscale Partitioned Modeling"; Journal of Structural Engineering, 2014. [23] Luccioni, B.M. and M. Luege; "Concrete pavement slab under blast loads"; International journal of
impact engineering, 2006. 32(8), 1248-1266. [24] Nahshon, K., et al.; "Dynamic shear rupture of steel plates"; Journal of Mechanics of Materials and
Structures, 2007. 2(10), 2049-2066. [25] Varma, R., et al.; "Damage to brick masonry panel walls under high explosive detonations"; Asme-
Publications-Pvp, 1996. 351, 207-216. [26] Makovicka, D. Dynamic response of thin masonry wall under explosion effect. in Seventh
International Conference on Structures Under Shock and Impact. 2002. [27] Kingery, C.N. and G. Bulmash, Air blast parameters from TNT spherical air burst and hemispherical
surface burst. Ballistic Research Laboratorie, 1984. [28] Mouritz, A.; "Ballistic impact and explosive blast resistance of stitched composites"; Composites
Part B: Engineering, 2001. 32(5), 431-439. [29] Johnson, G.R. and W.H. Cook. A constitutive model and data for metals subjected to large strains,
high strain rates and high temperatures. in Proceedings of the 7th International Symposium on
Ballistics. 1983. The Netherlands.
[30] Lubliner, J., et al.; "A plastic-damage model for concrete"; International Journal of solids and
structures, 1989. 25(3), 299-326.
[31] Chen, J. and J. Teng; "Anchorage strength models for FRP and steel plates bonded to concrete";
Journal of Structural Engineering, 2001. 127(7), 784-791. [32] Chengqing, L.; "Application of Damaged Plasticity Model for Concrete"; Structural Engineers,
2008. 2.
[33] Tang, E.K. and H. Hao; "Numerical simulation of a cable-stayed bridge response to blast loads, Part
I: Model development and response calculations"; Engineering Structures, 2010. 32(10), 3180-3192. [34] Lahiri, S.K. and L. Ho; "Simulation of rapid structural failure due to blast loads from conventional
weapons (conwep)"; Blast loading, 2002, 12(1), 1-12. [35] Abdullah, R. and S.N. Mokhatar; "Computational analysis of reinforced concrete slabs subjected to
impact loads"; International Journal of Integrated Engineering, 2012. 4(2), 70-76. [36] Ghiassi, B., et al.; "Numerical study of the role of mortar joints in the bond behavior of FRP-
strengthened masonry"; Composites Part B: Engineering, 2013. 46, 21-30. [37] Hibbitt, K., ABAQUS/Standard: user's manual: version 6.3. 2002: Hibbitt, Karlsson & Sorensen. [38] Kumar, N., R. Amirtham, and M. Pandey; "Plasticity based approach for failure modelling of
unreinforced masonry"; Engineering Structures, 2014. 80, 40-52. [39] Hashin, Z.; "Analysis of cracked laminates: a variational approach"; Mechanics of materials, 1985.
4(2), 121-136.
Thank you for copying data from http://www.arastirmax.com
