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      KCI등재 SCIE SCOPUS

      Estimating properties of reactive powder concrete containing hybrid fibers using UPV

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      https://www.riss.kr/link?id=A104313151

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      다국어 초록 (Multilingual Abstract)

      In this research, the application of ultrasonic pulse velocity (UPV) test as a nondestructive method for estimating some of the mechanical and dynamic properties of reactive powder concrete (RPC) containing steel and polyvinyl alcohol (PVA) fibers, as...

      In this research, the application of ultrasonic pulse velocity (UPV) test as a nondestructive method for estimating some of the mechanical and dynamic properties of reactive powder concrete (RPC) containing steel and polyvinyl alcohol (PVA) fibers, as well as their combination was explored. In doing so, ten different mix designs were prepared in 19 experimental groups of specimens containing three different volume contents of steel fibers (i.e., 1, 2, and 3 %) and PVA fibers (i.e., 0.25, 0.5, and 0.75 %), as well as hybrid fibers (i.e., 0.25-0.75, 0.5-0.5, and 0.75-0.25 %). The specimens in these groups were prepared under the two curing regimes of normal and heat treatment. Moreover, the UPV test results were employed to estimate the compressive strength, dynamic modulus, shear modulus, and Poisson’s ratio of the RPC concrete and to investigate the quality level of the used concrete. At the end, the effect of the specimen shape and in fact the measuring distance length on the UPV results was explored. The results of this research suggest that the steel fiber-containing RPC specimens demonstrate the highest level of ultrasonic pulse velocity as well as the highest values of the mechanical and dynamic properties. Moreover, heat treatment has a positive effect on the density, UPV, dynamic modulus, Poisson’s ratio, and compressive strength of the RPC specimens, whereas it leads to a negligible increase or decrease in the shear modulus and static modulus of elasticity. Furthermore, the specimen shape affects the UPV of fiber-lacking specimens while negligibly affecting that of fiber-reinforced specimens.

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      참고문헌 (Reference)

      1 Washer, G., "Ultrasonic testing of reactive powder concrete" 51 (51): 193-201, 2004

      2 Krautkrämer, J., "Ultrasonic Testing of Materials" Springer Science & Business Media 2013

      3 Green, R. E., "Ultrasonic Investigation of Mechanical Properties" Academic Press 1973

      4 Cwirzen, A., "The effect of the heat-treatment regime on the properties of reactive powder concrete" 19 (19): 25-34, 2007

      5 Hasan-Nattaj, F., "The effect of forta-ferro and steel fibers on mechanical properties of high-strength concrete with and without silica fume and nano-silica" 137 : 557-572, 2017

      6 Bungey, J. H., "Testing of Concrete in Structures" CRC Press 2006

      7 Malhotra, V. M., "Testing Hardened Concrete: Nondestructive Methods" Iowa State Press 1976

      8 EN, B., "Testing Hardened Concrete-Part 3: Compressive Strength of Test Specimens" British Standard Institution 2009

      9 Whitehurst, E. A., "Soniscope tests concrete structures" 47 (47): 433-444, 1951

      10 Demirboğa, R., "Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete" 34 (34): 2329-2336, 2004

      1 Washer, G., "Ultrasonic testing of reactive powder concrete" 51 (51): 193-201, 2004

      2 Krautkrämer, J., "Ultrasonic Testing of Materials" Springer Science & Business Media 2013

      3 Green, R. E., "Ultrasonic Investigation of Mechanical Properties" Academic Press 1973

      4 Cwirzen, A., "The effect of the heat-treatment regime on the properties of reactive powder concrete" 19 (19): 25-34, 2007

      5 Hasan-Nattaj, F., "The effect of forta-ferro and steel fibers on mechanical properties of high-strength concrete with and without silica fume and nano-silica" 137 : 557-572, 2017

      6 Bungey, J. H., "Testing of Concrete in Structures" CRC Press 2006

      7 Malhotra, V. M., "Testing Hardened Concrete: Nondestructive Methods" Iowa State Press 1976

      8 EN, B., "Testing Hardened Concrete-Part 3: Compressive Strength of Test Specimens" British Standard Institution 2009

      9 Whitehurst, E. A., "Soniscope tests concrete structures" 47 (47): 433-444, 1951

      10 Demirboğa, R., "Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete" 34 (34): 2329-2336, 2004

      11 EN, B., "Recommendations for Measurement of Velocity of Ultrasonic Pulses in Concrete, Part 203" Testing Concrete, British Standard Institution 1986

      12 Cwirzen, A., "Reactive powder based concretes : Mechanical properties, durability and hybrid use with OPC" 38 (38): 1217-1226, 2008

      13 Neville, A.M., "Properties of Concrete"

      14 Trtnik, G., "Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks" 49 (49): 53-60, 2009

      15 H.A. Rahdar, "Post-cracking behavior of UHPC on the concrete members reinforced by steel rebar" 사단법인 한국계산역학회 18 (18): 139-154, 2016

      16 Shaheen, E., "Optimization of mechanical properties and durability of reactive powder concrete" 103 (103): 444-451, 2006

      17 Tam, C. M., "Optimal conditions for producing reactive powder concrete" 62 (62): 701-716, 2010

      18 ACI Committee 228, "Nondestructive Test Methods for Evaluation of Concrete in Structures (ACI 228.2R-98)" American Concrete Institute 1998

      19 Washer, G., "Nondestructive Evaulation for Health Monitoring and Diagnostics" International Society for Optics and Photonics 416-422, 2005

      20 Hassan, A. M. T., "Non-destructive testing of ultra high performance fibre reinforced concrete (UHPFRC): A feasibility study for using ultrasonic and resonant frequency testing techniques" 35 : 361-367, 2012

      21 Jones, R., "Non-Destructive Testing of Concrete" University Press 1962

      22 "Method of Non-destructive Testing of Concrete Part 1: Ultrasonic Pulse Velocity Bureau of Indian Standard"

      23 Yazıcı, H., "Mechanical properties of reactive powder concrete containing high volumes of ground granulated blast furnace slag" 32 (32): 639-648, 2010

      24 Fallah, S., "Mechanical properties and durability of high-strength concrete containing macro-polymeric and polypropylene fibers with nano-silica and silica fume" 132 : 170-187, 2017

      25 Lin, Y., "Investigation of pulse velocity-strength relationship of hardened concrete" 104 (104): 344-350, 2007

      26 Albano, C., "Influence of content and particle size of waste pet bottles on concrete behavior at different w/c ratios" 29 (29): 2707-2716, 2009

      27 ACI Committee 228, "In-Place Methods to Estimate Concrete Strength (ACI 228.1R-03)" American Concrete Institute 2003

      28 Sansalone, M. J., "Impact-Echo" Nondestructive Evaluation of Concrete and Masonry 1997

      29 H. Y. Wang, "Homogeneity of lightweight aggregate concrete assessed using ultrasonic-echo sensing" 사단법인 한국계산역학회 6 (6): 225-234, 2009

      30 "Hardened Concrete-Determination of Ultrasonic Pulse Velocity"

      31 Malhotra, V. M., "Handbook on Nondestructive Testing of Concrete Second Edition" CRC Press 2003

      32 Bin Ibrahim, A. N., "Guidebook on Non-Destructive Testing of Concrete Structures" International Atomic Energy 2002

      33 Solis-Carcaño, R., "Evaluation of concrete made with crushed limestone aggregate based on ultrasonic pulse velocity" 22 (22): 1225-1231, 2008

      34 Jianzhong Lai, "Dynamic tensile behaviour of reactive powder concrete by Hopkinson bar experiments and numerical simulation" 사단법인 한국계산역학회 7 (7): 83-86, 2010

      35 Mohseni, E., "Durability properties of high-performance concrete incorporating nano-TiO^ sub 2^ and fly ash" 8 (8): 519-, 2015

      36 Anugonda, P., "Diffusion of ultrasound in concrete" 39 (39): 429-435, 2001

      37 E.M. Williams, "Constitutive property behavior of an ultra-high-performance concrete with and without steel fibers" 사단법인 한국계산역학회 7 (7): 191-202, 2010

      38 Nematzadeh, M., "Compressive stress-strain model for high-strength concrete reinforced with forta-ferro and steel fibers" 29 (29): 04017152-, 2017

      39 Deng Zong-cai, "Bonding between high strength rebar and reactive powder concrete" 사단법인 한국계산역학회 13 (13): 411-421, 2014

      40 Nazarian, S., "Assessing quality of concrete with wave propagation techniques" 94 (94): 296-305, 1997

      41 "ASTM C805, Standard Test Method for Rebound Number of Hardened Concrete"

      42 "ASTM C803, Standard Test Method for Penetration Resistance of Hardened Concrete"

      43 "ASTM C597, Standard Test Method for Pulse Velocity through Concrete"

      44 "ASTM C494, Standard Specification for Chemical Admixtures for Concrete"

      45 "ASTM C469, Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression"

      46 "ASTM C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens"

      47 "ASTM C192, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory"

      48 "ASTM C150: Standard Specification for Portland Cement"

      49 "ASTM C1437, Standard Test Method for Flow of Hydraulic Cement Mortar"

      50 "ASTM C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures"

      51 "ASTM C1074, Standard Practice for Estimating Concrete Strength by the Maturity Method"

      52 Popovics, S., "A critique of the ultrasonic pulse velocity method for testing concrete" 4 (4): 260-, 1997

      53 EN, C., "13791: Assessment of In-Situ Compressive Strength in Structures and Precast Concrete Components" European Committee for Standardization 2007

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      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2016-12-26 학회명변경 한글명 : 한국국제계산역학회 -> 사단법인 한국계산역학회 KCI등재
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-11-01 학술지명변경 한글명 : 컴퓨터와 콘크리트 국제학술지 -> Computers and Concrete, An International Journal KCI등재후보
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2005-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      학술지 인용정보

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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.72 0.07 0.53
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.44 0.4 0.173 0.02
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