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      KCI등재 SCIE SCOPUS

      Experimental Investigation on the Blast Resistance of Fiber- Reinforced Cementitious Composite Panels Subjected to Contact Explosions

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      https://www.riss.kr/link?id=A103586993

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      다국어 초록 (Multilingual Abstract)

      This study investigates the blast resistance of fiber-reinforced cementitious composite (FRCC) panels, with fiber volume fractions of 2%, subjected to contact explosions using an emulsion explosive. A number of FRCC panels with five different fiber mi...

      This study investigates the blast resistance of fiber-reinforced cementitious composite (FRCC) panels, with fiber volume fractions of 2%, subjected to contact explosions using an emulsion explosive. A number of FRCC panels with five different fiber mixtures (i.e., micro polyvinyl alcohol fiber, micro polyethylene fiber, macro hooked-end steel fiber, micro polyvinyl alcohol fiber with macro hooked-end steel fiber, and micro polyethylene fiber with macro hooked-end steel fiber) were fabricated and tested. In addition, the blast resistance of plain panels (i.e., non-fiber-reinforced high strength concrete, and non-fiberreinforced cementitious composites) were examined for comparison with those of the FRCC panels. The resistance of the panels to spall failure improved with the addition of micro synthetic fibers and/or macro hooked-end steel fibers as compared to those of the plain panels. The fracture energy of the FRCC panels was significantly higher than that of the plain panels, which reduced the local damage experienced by the FRCCs. The cracks on the back side of the micro synthetic fiber-reinforced panel due to contact explosions were greatly controlled compared to the macro hooked-end steel fiber-reinforced panel. However, the blast resistance of the macro hooked-end steel fiber-reinforced panel was improved by hybrid with micro synthetic fibers.

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      참고문헌 (Reference)

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      2 Mindess, S., "The fracture toughness of concrete under impact loading" 17 (17): 231-241, 1987

      3 Kim, H., "Static mechanical properties and impact resistance of amorphous metallic fiber-reinforced concrete" 134 : 831-844, 2015

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      5 Enad Mahmoud, "Self-Consolidating Concrete Incorporating High Volume of Fly Ash, Slag, and Recycled Asphalt Pavement" 한국콘크리트학회 7 (7): 155-163, 2013

      6 Yoo, D. Y., "Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to lowvelocity impact loading" 126 : 233-245, 2015

      7 Habel, K., "Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading" 30 : 938-946, 2008

      8 Atis, C. D., "Properties of steel fiber reinforced fly ash concrete" 23 : 392-399, 2009

      9 Islam, A. K. M. A., "Performance of AASHTO girder bridges under blast loadings" 30 (30): 1922-1937, 2008

      10 Nam, J. W., "Numerical evaluation of the retrofit effectiveness for GFRP retrofitted concrete slab subjected to blast pressure" 92 : 1212-1222, 2010

      1 Yang, E. H., "Use of high volumes of fly ash to improve ECC mechanical properties and material greenness" 104 (104): 620-628, 2007

      2 Mindess, S., "The fracture toughness of concrete under impact loading" 17 (17): 231-241, 1987

      3 Kim, H., "Static mechanical properties and impact resistance of amorphous metallic fiber-reinforced concrete" 134 : 831-844, 2015

      4 McVay, M. K., "Spall damage of concrete structures" U.S. Army Corps of Engineers Waterways Experimental Station 1988

      5 Enad Mahmoud, "Self-Consolidating Concrete Incorporating High Volume of Fly Ash, Slag, and Recycled Asphalt Pavement" 한국콘크리트학회 7 (7): 155-163, 2013

      6 Yoo, D. Y., "Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to lowvelocity impact loading" 126 : 233-245, 2015

      7 Habel, K., "Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading" 30 : 938-946, 2008

      8 Atis, C. D., "Properties of steel fiber reinforced fly ash concrete" 23 : 392-399, 2009

      9 Islam, A. K. M. A., "Performance of AASHTO girder bridges under blast loadings" 30 (30): 1922-1937, 2008

      10 Nam, J. W., "Numerical evaluation of the retrofit effectiveness for GFRP retrofitted concrete slab subjected to blast pressure" 92 : 1212-1222, 2010

      11 Mosalam, K. M., "Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP composites" 32 : 623-636, 2001

      12 Osteraas, J. D., "Murrah building bombing revisited: a qualitative assessment of blast damage and collapse patterns" 20 (20): 330-335, 2006

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      14 Li, V., "Interface property characterization and strengthening mechanisms in fiber reinforced cement based composites" 6 (6): 1-20, 1997

      15 Silva, P. F., "Improving the blast resistance capacity of RC slabs with innovative composite materials" 38 : 523-534, 2007

      16 Soe, K. T., "Impact resistance of hybrid-fiber engineered cementitious composite panels" 104 : 320-330, 2013

      17 Shu, X., "Hybrid effects of carbon fibers on mechanical properties of Portland cement mortar" 65 : 1222-1228, 2015

      18 "Hanhwa Corporation/Explosive. Explosives Products"

      19 Wu, C., "Fragmentation from spallation of RC slabs due to airblast loads" 36 : 1371-1376, 2009

      20 Lawler, J. S., "Fracture process of hybrid fiber reinforced mortar" 36 : 197-208, 2003

      21 Zhang, X. X., "Fracture behaviour of high-strength concrete at a wide range of loading rates" 36 : 1204-1209, 2009

      22 Ahmed, S. F. U., "Flexural responses of hybrid steel-polyethylene fiber reinforced cement composites containing high volume fly ash" 21 : 1088-1097, 2007

      23 Ohkubo, K., "Experimental study on the effectiveness of fiber sheet reinforcement on the explosive-resistant performance of concrete plates" 35 : 1702-1708, 2008

      24 Ha, J. H., "Experimental study on hybrid CFRP-PU strengthening effect on RC panels under blast loading" 93 : 2070-2082, 2011

      25 Wang, W., "Experimental study and numerical simulation of the damage mode of a square reinforced concrete slab under closein explosion" 27 : 41-51, 2013

      26 Li, J., "Experimental investigation of ultra-high performance concrete slabs under contact explosions" 93 : 62-75, 2016

      27 Xie, W., "Experimental behaviors of CFRP cloth strengthened buried arch structure subjected to subsurface localized explosion" 116 : 562-570, 2014

      28 van Doormaal, J. C. A. M., "Experimental and numerical determination of the dynamic fracture energy of concrete" 4 (4): 501-506, 1994

      29 Nam, J. S., "Evaluation on the blast resistance of fiber reinforced concrete" 311–313 : 1588-1593, 2011

      30 Naaman, A. E., "Engineered steel fibers with optimal properties for reinforcement of cement composites" 1 (1): 241-252, 2003

      31 Tanaka, H., "Effects of reinforcing on damage of reinforced concrete slabs subjected to explosive loading" 14 (14): 1-11, 2003

      32 Morishita, M, "Effects of concrete strength and reinforcing clear distance on the damage of reinforced concrete slabs subjected to contact detonations" 15 (15): 89-98, 2004

      33 Ohtsu, M., "Dynamics of spall failure in fiber reinforced concrete due to blasting" 21 : 511-518, 2007

      34 RILEM 50-FMC Draft Recommendation., "Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams" 18 (18): 285-290, 1985

      35 Morishita, M., "Damage of reinforced concrete slabs subjected to contact detonations" 46A : 1787-1797, 2000

      36 Leppa¨nen, J., "Concrete subjected to projectile and fragment impacts: Modelling of crack softening and strain rate dependency in tension" 32 : 1828-1841, 2006

      37 Lan, S., "Composite structural panels subjected to explosive loading" 19 : 387-395, 2005

      38 Nam, J., "Comparative assessment of failure characteristics on fiberreinforced cementitious composite panels under high-velocity impact" 99 : 84-97, 2016

      39 Wu, C., "Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs" 31 : 2060-2069, 2009

      40 Yamaguchi, M., "Blast resistance of polyethylene fiber reinforced concrete to contact detonation" 9 (9): 63-71, 2011

      41 Li, J., "Blast resistance of concrete slab reinforced with high performance fibre material" 1 (1): 51-59, 2016

      42 Silva, P. F., "Blast resistance capacity of reinforced concrete slabs" 135 : 708-716, 2009

      43 Razaqpur, A. G., "Blast loading response of reinforced concrete panels reinforced with externally bonded GFRP laminates" 38 : 535-546, 2007

      44 Coughlin, A. M., "Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges" 37 : 521-529, 2010

      45 Kim, H., "Assessment of flexural toughness and impact resistance of bundle-type polyamide fiber-reinforced concrete" 78 : 431-446, 2015

      46 B.M Luccioni, "Analysis of building collapse under blast loads" Elsevier BV 26 (26): 63-71, 2004

      47 이재하, "An Experimental Study on Fracture Energy of Plain Concrete" 한국콘크리트학회 8 (8): 129-139, 2014

      48 "ASTM C618, Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete"

      49 "ASTM C469/C469M, Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression"

      50 "ASTM C39/C39M, Standard test method for compressive strength of cylindrical concrete specimen"

      51 "ASTM C150/C150M, Standard specification for Portland cement"

      52 류두열, "A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete" 한국콘크리트학회 10 (10): 125-142, 2016

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2012-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2011-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2009-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.81 0.92 1.47
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      1.25 1.17 0.488 0.24
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