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Volumn 11, Issue 6, 2007, Pages 601-610

Use of composites to resist blast

Author keywords

Blast loads; Blasting; Structural members; Terrorism

Indexed keywords

BLAST LOAD; STRUCTURAL COMPONENTS; TERRORISM;

EID: 36248981327     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2007)11:6(601)     Document Type: Article
Times cited : (82)

References (70)
  • 3
    • 24344510785 scopus 로고    scopus 로고
    • Blast response of lightly attached concrete masonry unit walls
    • Baylot, J. T., Bullock, B., Slawson, T. R., and Woodson, S. C. (2005). " Blast response of lightly attached concrete masonry unit walls.. " J. Struct. Eng., 131 (8), 1186-1193.
    • (2005) J. Struct. Eng. , vol.131 , Issue.8 , pp. 1186-1193
    • Baylot, J.T.1    Bullock, B.2    Slawson, T.R.3    Woodson, S.C.4
  • 5
    • 1642412643 scopus 로고    scopus 로고
    • Shear and flexural strengthening of masonry infill walls with FRP for extreme out-of-plane loading
    • Carney, P., and Myers, J. J. (2003). " Shear and flexural strengthening of masonry infill walls with FRP for extreme out-of-plane loading.. " Proc., Architectural Engineering Institute Annual Meeting, Austin, Tex.
    • (2003) Proc., Architectural Engineering Institute Annual Meeting
    • Carney, P.1    Myers, J.J.2
  • 7
    • 36249021264 scopus 로고    scopus 로고
    • Blast resistance of CFRP reinforced masonry
    • Albuquerque, N.M.
    • Conley, C. H., and Mlakar, P. F. (1999). " Blast resistance of CFRP reinforced masonry.. " 70th Shock and Vibration Symp., Albuquerque, N.M.
    • (1999) 70th Shock and Vibration Symp.
    • Conley, C.H.1    Mlakar, P.F.2
  • 8
    • 0036442247 scopus 로고    scopus 로고
    • Modeling blast-resistant protection systems composed of polymers and fabric
    • The Minerals, Metals and Materials Society, Columbus, Ohio.
    • Crawford, J. E. (2002a). " Modeling blast-resistant protection systems composed of polymers and fabric.. " TMS 2002 Fall Meeting, The Minerals, Metals and Materials Society, Columbus, Ohio.
    • (2002) TMS 2002 Fall Meeting
    • Crawford, J.E.1
  • 9
    • 45949102452 scopus 로고    scopus 로고
    • Retrofit methods to mitigate progressive collapse
    • National Institute of Building Sciences, Rosemont, Ill., 〈
    • Crawford, J. E. (2002b). " Retrofit methods to mitigate progressive collapse.. " Proc., Workshop on Prevention of Progressive Collapse, National Institute of Building Sciences, Rosemont, Ill., 〈 http://nibs.org/MMC/mmcactiv9.html 〉.
    • (2002) Proc., Workshop on Prevention of Progressive Collapse
    • Crawford, J.E.1
  • 11
    • 84882577791 scopus 로고    scopus 로고
    • Retrofit of reinforced concrete columns using composite wraps to resist blast effects
    • Las Vegas.
    • Crawford, J. E., Malvar, L. J., Dunn, B. W., and Gee, D. J. (1996). " Retrofit of reinforced concrete columns using composite wraps to resist blast effects.. " 27th DOD Explosive Safety Seminar, Las Vegas.
    • (1996) 27th DOD Explosive Safety Seminar
    • Crawford, J.E.1    Malvar, L.J.2    Dunn, B.W.3    Gee, D.J.4
  • 16
    • 36248938976 scopus 로고    scopus 로고
    • Retrofit techniques for strengthening stud walls subjected to nearby blast loads
    • San Diego (limited distribution).
    • Crawford, J. E., and Morrill, K. B. (2003b). " Retrofit techniques for strengthening stud walls subjected to nearby blast loads.. " Proc., 74th Shock and Vibration Symp., San Diego (limited distribution).
    • (2003) Proc., 74th Shock and Vibration Symp.
    • Crawford, J.E.1    Morrill, K.B.2
  • 17
    • 36248964972 scopus 로고
    • Evaluation of jacketed columns as a means to improve the resistance of conventional structures to blast effects
    • Biloxi, Miss.
    • Crawford, J. E., Wesevich, J., Valancius, J., and Reynolds, A. (1995). " Evaluation of jacketed columns as a means to improve the resistance of conventional structures to blast effects.. " Proc., 66th Shock and Vibration Symp., Biloxi, Miss.
    • (1995) Proc., 66th Shock and Vibration Symp.
    • Crawford, J.E.1    Wesevich, J.2    Valancius, J.3    Reynolds, A.4
  • 18
    • 33748973358 scopus 로고    scopus 로고
    • Retrofit techniques for conventional walls to prevent their causing injurious debris due to a terrorist bombing
    • Las Vegas.
    • Crawford, J. E., Xin, X., and Bogosian, D. D. (2002). " Retrofit techniques for conventional walls to prevent their causing injurious debris due to a terrorist bombing.. " 17th Int. Symp. on Military Aspects of Blast and Shock, Las Vegas.
    • (2002) 17th Int. Symp. on Military Aspects of Blast and Shock
    • Crawford, J.E.1    Xin, X.2    Bogosian, D.D.3
  • 19
    • 24344447579 scopus 로고    scopus 로고
    • Failure mechanisms of polymer reinforced concrete masonry walls subjected to blast
    • Davidson, J. S., Fisher, J. W., Hammons, M. I., Porter, J. R., and Dinan, R. J. (2005). " Failure mechanisms of polymer reinforced concrete masonry walls subjected to blast.. " J. Struct. Eng., 131 (8), 1194-1205.
    • (2005) J. Struct. Eng. , vol.131 , Issue.8 , pp. 1194-1205
    • Davidson, J.S.1    Fisher, J.W.2    Hammons, M.I.3    Porter, J.R.4    Dinan, R.J.5
  • 21
    • 3543135361 scopus 로고    scopus 로고
    • Defense Special Weapons Agency (DSWA). (, Washington, D.C.
    • Defense Special Weapons Agency (DSWA). (1998). Design and analysis of hardened structures to conventional weapons effects, Technical manual, The Departments of the Army, Air Force, Navy, and The Defense Special Weapons Agency, TM 5-855-1, AFPAM 32-1147(1), NAVFAC P-1080, DAHSCWEMAN-97, Washington, D.C.
    • (1998) Design and Analysis of Hardened Structures to Conventional Weapons Effects
  • 22
    • 0036473358 scopus 로고    scopus 로고
    • Response of 14 scale concrete masonry unit (CMU) walls to blast
    • Dennis, S. T., Baylot, J. T., and Woodson, S. C. (2002). " Response of 14 scale concrete masonry unit (CMU) walls to blast.. " J. Eng. Mech., 128 (2), 134-142.
    • (2002) J. Eng. Mech. , vol.128 , Issue.2 , pp. 134-142
    • Dennis, S.T.1    Baylot, J.T.2    Woodson, S.C.3
  • 24
    • 84882668102 scopus 로고    scopus 로고
    • Concrete masonry units walls retrofitted with fiber reinforced elastomeric systems for blast loads
    • Virginia Beach, Va. (limited distribution).
    • Johnson, C. F., and Slawson, T. R. (2004). " Concrete masonry units walls retrofitted with fiber reinforced elastomeric systems for blast loads.. " 75th Shock and Vibration Symp., Virginia Beach, Va. (limited distribution).
    • (2004) 75th Shock and Vibration Symp.
    • Johnson, C.F.1    Slawson, T.R.2
  • 25
    • 84882606974 scopus 로고    scopus 로고
    • Concrete masonry unit walls retrofitted with elastomeric systems for blast loads
    • Orlando, Fla.
    • Johnson, C. F., Slawson, T. R., Cummins, T. K., and Davis, J. L. (2004). " Concrete masonry unit walls retrofitted with elastomeric systems for blast loads.. " 24th Army Science Conf., Orlando, Fla.
    • (2004) 24th Army Science Conf.
    • Johnson, C.F.1    Slawson, T.R.2    Cummins, T.K.3    Davis, J.L.4
  • 26
    • 84882691190 scopus 로고    scopus 로고
    • Concrete masonry units (CMU) static and dynamic wall experiments with elastomeric retrofits
    • San Diego (limited distribution).
    • Johnson, C. F., Slawson, T. R., Cummins, T. K., Hueste, M. B., and Beason, L. (2003). " Concrete masonry units (CMU) static and dynamic wall experiments with elastomeric retrofits.. " 74th Shock and Vibration Symp., San Diego (limited distribution).
    • (2003) 74th Shock and Vibration Symp.
    • Johnson, C.F.1    Slawson, T.R.2    Cummins, T.K.3    Hueste, M.B.4    Beason, L.5
  • 34
    • 0032155345 scopus 로고    scopus 로고
    • Review of static and dynamic properties of steel reinforcing bars
    • Malvar, L. J. (1998b). " Review of static and dynamic properties of steel reinforcing bars.. " ACI Mater. J., 95 (5), 609-616.
    • (1998) ACI Mater. J. , vol.95 , Issue.5 , pp. 609-616
    • Malvar, L.J.1
  • 35
    • 36248975029 scopus 로고    scopus 로고
    • Specific local resistance concepts for preventing progressive collapse
    • Malvar, L. J. (2005). " Specific local resistance concepts for preventing progressive collapse.. " Concr. Int., 27 (12), 23-27.
    • (2005) Concr. Int. , vol.27 , Issue.12 , pp. 23-27
    • Malvar, L.J.1
  • 37
    • 13944272982 scopus 로고    scopus 로고
    • Numerical modeling of concrete confined by fiber reinforced composites
    • Malvar, L. J., Morrill, K. B., and Crawford, J. E. (2004). " Numerical modeling of concrete confined by fiber reinforced composites.. " J. Compos. Constr., 8 (4), 315-322.
    • (2004) J. Compos. Constr. , vol.8 , Issue.4 , pp. 315-322
    • Malvar, L.J.1    Morrill, K.B.2    Crawford, J.E.3
  • 38
    • 0032205930 scopus 로고    scopus 로고
    • Review of static and dynamic properties of concrete in tension
    • Malvar, L. J., and Ross, C. A. (1998). " Review of static and dynamic properties of concrete in tension.. " ACI Mater. J., 95 (6), 735-739.
    • (1998) ACI Mater. J. , vol.95 , Issue.6 , pp. 735-739
    • Malvar, L.J.1    Ross, C.A.2
  • 47
    • 13844266498 scopus 로고    scopus 로고
    • Composite reinforcement to strengthen existing concrete structures against air blast
    • Muszynski, L. C., and Purcell, M. R. (2003a). " Composite reinforcement to strengthen existing concrete structures against air blast.. " J. Compos. Constr., 7 (2), 93-97.
    • (2003) J. Compos. Constr. , vol.7 , Issue.2 , pp. 93-97
    • Muszynski, L.C.1    Purcell, M.R.2
  • 48
    • 13844267729 scopus 로고    scopus 로고
    • Use of composite reinforcement to strengthen concrete and air-entrained concrete masonry walls against air blast
    • Muszynski, L. C., and Purcell, M. R. (2003b). " Use of composite reinforcement to strengthen concrete and air-entrained concrete masonry walls against air blast.. " J. Compos. Constr., 7 (2), 98-108.
    • (2003) J. Compos. Constr. , vol.7 , Issue.2 , pp. 98-108
    • Muszynski, L.C.1    Purcell, M.R.2
  • 50
    • 29144501602 scopus 로고    scopus 로고
    • Blast resistance of FRP retrofitted un-reinforced masonry (URM) walls with and without arching action
    • Myers, J. J., Belarbi, A., and El-Domiaty, K. A. (2004). " Blast resistance of FRP retrofitted un-reinforced masonry (URM) walls with and without arching action.. " Masonry Soc. J., 22 (1), 9-26.
    • (2004) Masonry Soc. J. , vol.22 , Issue.1 , pp. 9-26
    • Myers, J.J.1    Belarbi, A.2    El-Domiaty, K.A.3
  • 56
    • 36248996816 scopus 로고    scopus 로고
    • POR-7619, to the Defense Threat Reduction Agency, Applied Research Associates, Albuquerque, N.M. (limited distribution).
    • Plamondon, M. A. (1998). " Divine buffalo 2 mail room test results.. " Rep. No. POR-7619, to the Defense Threat Reduction Agency, Applied Research Associates, Albuquerque, N.M. (limited distribution).
    • (1998) Divine Buffalo 2 Mail Room Test Results
    • Plamondon, M.A.1
  • 57
    • 0030674287 scopus 로고    scopus 로고
    • Blast response of concrete beams and slabs externally reinforced with fiber reinforced plastics (FRP)
    • Portland, Ore.
    • Ross, C. A., Purcell, M. R., and Jerome, E. L. (1997). " Blast response of concrete beams and slabs externally reinforced with fiber reinforced plastics (FRP).. " Proc., Structures Congress XV, Vol. 1, Portland, Ore., 673-677.
    • (1997) Proc., Structures Congress XV , vol.1 , pp. 673-677
    • Ross, C.A.1    Purcell, M.R.2    Jerome, E.L.3
  • 58
    • 36248996817 scopus 로고    scopus 로고
    • ARA-LR-2.27-002, to the Defense Threat Reduction Agency, Applied Research Associates, Albuquerque, N.M. (limited distribution).
    • Sheffield, C. S. (2002). " Divine buffalo 14 mail room results report.. " Rep. No. ARA-LR-2.27-002, to the Defense Threat Reduction Agency, Applied Research Associates, Albuquerque, N.M. (limited distribution).
    • (2002) Divine Buffalo 14 Mail Room Results Report
    • Sheffield, C.S.1
  • 59
    • 36249032286 scopus 로고    scopus 로고
    • ARA-T3-LR-2.02-01, Defense Threat Reduction Agency, Kirtland AFB, N.M. (limited distribution).
    • Sheffield, C. S., and Morrill, K. B. (2003). " DB-40 results report.. " Rep. No. ARA-T3-LR-2.02-01, Defense Threat Reduction Agency, Kirtland AFB, N.M. (limited distribution).
    • (2003) DB-40 Results Report
    • Sheffield, C.S.1    Morrill, K.B.2
  • 61
    • 84882720099 scopus 로고    scopus 로고
    • Arena fragment experiments using mortars
    • Destin, Fla.
    • Simmons, L. (2005). " Arena fragment experiments using mortars.. " 76th Shock and Vibration Symp., Destin, Fla.
    • (2005) 76th Shock and Vibration Symp.
    • Simmons, L.1
  • 69
    • 13644284757 scopus 로고    scopus 로고
    • Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcement
    • Tan, K. H., and Patoary, M. K. H. (2004). " Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcement.. " J. Compos. Constr., 8 (1), 79-87.
    • (2004) J. Compos. Constr. , vol.8 , Issue.1 , pp. 79-87
    • Tan, K.H.1    Patoary, M.K.H.2
  • 70
    • 36248972886 scopus 로고    scopus 로고
    • Validated pressure-impulse diagrams for E-glass retrofitted walls
    • Virginia Beach, Va.
    • Wesevich, J. (2004). " Validated pressure-impulse diagrams for E-glass retrofitted walls.. " 75th Shock and Vibration Symp., Virginia Beach, Va.
    • (2004) 75th Shock and Vibration Symp.
    • Wesevich, J.1


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