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      KCI등재

      3D 프린팅용 시멘트계 복합재료의 경시변화 및 역학적 특성평가 = Evaluation of Fluidity Over Time and Mechanical Properties of Cement-based Composite Materials for 3D Printing

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      https://www.riss.kr/link?id=A108261909

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      다국어 초록 (Multilingual Abstract)

      This study evaluated changes in fluidity and rheological properties over time for 3D printed composite materials, and evaluated compressive strength and splitting tensile strength properties for laminated and molded specimens. The composite material for 3D printing starts to change rapidly after 30 minutes of extrusion, and the viscosity of the material tends to be maintained up to 90 minutes, but it was confirmed that construction within 60 minutes after mixing is effective. The compressive strength of the laminated test specimen showed equivalent or better performance at all ages compared to the molded test specimen. In the stress-strain curve of the laminated specimen, the initial slope was similar to that of the molded specimen, but the descending slope was on average 1.9 times higher than that of the molded specimen, indicating relatively brittle behavior. The splitting tensile strength of the P-V laminated specimen was about 6% lower than that of the molded specimen. It is judged that this is because the interfacial adhesion force against the vertical load is affected by the pattern direction of the laminated test specimen.
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      This study evaluated changes in fluidity and rheological properties over time for 3D printed composite materials, and evaluated compressive strength and splitting tensile strength properties for laminated and molded specimens. The composite material f...

      This study evaluated changes in fluidity and rheological properties over time for 3D printed composite materials, and evaluated compressive strength and splitting tensile strength properties for laminated and molded specimens. The composite material for 3D printing starts to change rapidly after 30 minutes of extrusion, and the viscosity of the material tends to be maintained up to 90 minutes, but it was confirmed that construction within 60 minutes after mixing is effective. The compressive strength of the laminated test specimen showed equivalent or better performance at all ages compared to the molded test specimen. In the stress-strain curve of the laminated specimen, the initial slope was similar to that of the molded specimen, but the descending slope was on average 1.9 times higher than that of the molded specimen, indicating relatively brittle behavior. The splitting tensile strength of the P-V laminated specimen was about 6% lower than that of the molded specimen. It is judged that this is because the interfacial adhesion force against the vertical load is affected by the pattern direction of the laminated test specimen.

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      참고문헌 (Reference)

      1 서은아 ; 이호재 ; 양근혁, "적층 패턴에 따른 3D 프린팅 복합재료의 강도특성" 한국구조물진단유지관리공학회 25 (25): 193-198, 2021

      2 Huang, X., "Study on the mechanical properties of 3D printing concrete layers and the mechanism of influence of printing parameters" 335 : 127496-, 2022

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

      4 "KCI-CT115, Standard Method of Making Compressive Strength Specimens of Underwater Additive Layering Concrete"

      5 Lee, H. J., "Experimental Study on Time-Dependent Changes in Rheological Properties and Flow Rate of 3D Concrete Printing Materials" 14 (14): 6278-, 2021

      6 Heras Murcia, D., "Examining the significance of infill printing pattern on the anisotropy of 3D printed concrete" 262 : 120559-, 2020

      7 Ji, G., "Effects of extrusion parameters on properties of 3D printing concrete with coarse aggregates" 325 : 126740-, 2022

      8 Lee, K. W., "Correlation between thixotropic behavior and buildability for 3D concrete printing" 347 : 128498-, 2022

      9 Lee, H. J., "Correlation between pore characteristics and tensile bond strength of additive manufactured mortar using X-ray computed tomography" 226 : 712-720, 2019

      10 Roussel, N., "A thixotropy model for fresh fluid concretes : Theory" Cement and Concrete Research 36 (36): 1797-1806, 2006

      1 서은아 ; 이호재 ; 양근혁, "적층 패턴에 따른 3D 프린팅 복합재료의 강도특성" 한국구조물진단유지관리공학회 25 (25): 193-198, 2021

      2 Huang, X., "Study on the mechanical properties of 3D printing concrete layers and the mechanism of influence of printing parameters" 335 : 127496-, 2022

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

      4 "KCI-CT115, Standard Method of Making Compressive Strength Specimens of Underwater Additive Layering Concrete"

      5 Lee, H. J., "Experimental Study on Time-Dependent Changes in Rheological Properties and Flow Rate of 3D Concrete Printing Materials" 14 (14): 6278-, 2021

      6 Heras Murcia, D., "Examining the significance of infill printing pattern on the anisotropy of 3D printed concrete" 262 : 120559-, 2020

      7 Ji, G., "Effects of extrusion parameters on properties of 3D printing concrete with coarse aggregates" 325 : 126740-, 2022

      8 Lee, K. W., "Correlation between thixotropic behavior and buildability for 3D concrete printing" 347 : 128498-, 2022

      9 Lee, H. J., "Correlation between pore characteristics and tensile bond strength of additive manufactured mortar using X-ray computed tomography" 226 : 712-720, 2019

      10 Roussel, N., "A thixotropy model for fresh fluid concretes : Theory" Cement and Concrete Research 36 (36): 1797-1806, 2006

      11 Zhang, J., "A review of the current progress and application of 3D printed concrete" 125 : 105533-, 2019

      12 Tay, Y. W. D., "3D printing trends in building and construction industry : a review" 12 (12): 261-276, 2017

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2012-01-26 학회명변경 영문명 : Journal Of The Korea Institute For Structural Maintenance Inspection -> The Korea Institute For Structural Maintenance and Inspection KCI등재
      2012-01-19 학술지명변경 한글명 : 구조물진단학회지 -> 한국구조물진단유지관리공학회 논문집
      외국어명 : Journal of The Korea Institute for Structural Maintenance Inspection -> Journal of The Korea Institute for Structural Maintenance and Inspection
      KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-08-13 학회명변경 한글명 : 한국구조물진단학회 -> 한국구조물진단유지관리공학회 KCI등재
      2007-04-11 학회명변경 한글명 : (사)한국구조물진단학회 -> 한국구조물진단학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.36 0.36 0.31
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.28 0.27 0.496 0.13
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