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      KCI등재 SCIE SCOPUS

      Size-dependent bending analysis of FGM nano-sinusoidal plates resting on orthotropic elastic medium

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      https://www.riss.kr/link?id=A104816756

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      다국어 초록 (Multilingual Abstract)

      Bending analysis of functionally graded (FG) nano-plates is investigated in the present work based on a new sinusoidal shear deformation theory. The theory accounts for sinusoidal distribution of transverse shear stress, and satisfies the free transve...

      Bending analysis of functionally graded (FG) nano-plates is investigated in the present work based on a new sinusoidal shear deformation theory. The theory accounts for sinusoidal distribution of transverse shear stress, and satisfies the free transverse shear stress conditions on the top and bottom surfaces of the plate without using shear correction factor. The material properties of nano-plate are assumed to vary according to power law distribution of the volume fraction of the constituents. The size effects are considered based on Eringen's nonlocal theory. Governing equations are derived using energy method and Hamilton’s principle. The closed-form solutions of simply supported nano-plates are obtained and the results are compared with those of first-order shear deformation theory and higher-order shear deformation theory. The effects of different parameters such as nano-plate length and thickness, elastic foundation, orientation of foundation orthtotropy direction and nonlocal parameters are shown in dimensionless displacement of system. It can be found that with increasing nonlocal parameter, the dimensionless displacement of nanoplate increases.

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      참고문헌 (Reference)

      1 Merdaci, S., "Two new refined shear displacement models for functionally graded sandwich plates" 81 : 1507-1522, 2011

      2 Talha, M., "Static response and free vibration analysis of FGM plates using higher order shear deformation theory" 34 : 3991-4011, 2010

      3 Eringen, A. C., "Nonlocal polar elastic continua" 10 : 1-16, 1972

      4 Karama, M., "Mechanical behaviour of laminated composite beam by the new multi-layered laminated composite structures model with transverse shear stress continuity" 40 : 1525-1546, 2003

      5 Matsunaga, H., "Free vibration and stability of functionally graded plates according to a 2-D higher-order deformation theory" 82 : 499-512, 2008

      6 Pradyumna, S., "Free vibration analysis of functionally graded curved panels using a higher-order finite element formulation" 318 : 176-192, 2008

      7 Della Croce, L., "Finite elements for functionally graded Reissner-Mindlin plates" 193 : 705-725, 2004

      8 Javaheri, R., "Buckling of functionally graded plates under in-plane compressive loading" 82 : 277-283, 2002

      9 Benyoucef, S., "Bending of thick functionally graded plates resting on Winkler-Pasternak elastic foundations" 46 : 425-434, 2010

      10 Xiao, J. R., "Analysis of thick plates by using a higher-order shear and normal deformable plate theory and MLPG method with radial basis functions" 196 : 979-987, 2007

      1 Merdaci, S., "Two new refined shear displacement models for functionally graded sandwich plates" 81 : 1507-1522, 2011

      2 Talha, M., "Static response and free vibration analysis of FGM plates using higher order shear deformation theory" 34 : 3991-4011, 2010

      3 Eringen, A. C., "Nonlocal polar elastic continua" 10 : 1-16, 1972

      4 Karama, M., "Mechanical behaviour of laminated composite beam by the new multi-layered laminated composite structures model with transverse shear stress continuity" 40 : 1525-1546, 2003

      5 Matsunaga, H., "Free vibration and stability of functionally graded plates according to a 2-D higher-order deformation theory" 82 : 499-512, 2008

      6 Pradyumna, S., "Free vibration analysis of functionally graded curved panels using a higher-order finite element formulation" 318 : 176-192, 2008

      7 Della Croce, L., "Finite elements for functionally graded Reissner-Mindlin plates" 193 : 705-725, 2004

      8 Javaheri, R., "Buckling of functionally graded plates under in-plane compressive loading" 82 : 277-283, 2002

      9 Benyoucef, S., "Bending of thick functionally graded plates resting on Winkler-Pasternak elastic foundations" 46 : 425-434, 2010

      10 Xiao, J. R., "Analysis of thick plates by using a higher-order shear and normal deformable plate theory and MLPG method with radial basis functions" 196 : 979-987, 2007

      11 Reddy J. N., "Analysis of functionally graded plates" 47 : 663-684, 2000

      12 Fares, M. E., "An efficient and simple refined theory for bending and vibration of functionally graded plates" 91 : 296-305, 2009

      13 Tounsi, A., "A refined trigonometric shear deformation theory for thermoelastic bending of functionally graded sandwich plates" 24 : 563-572, 2011

      14 Xiang, S., "A n-order shear deformation theory for free vibration of functionally graded and composite sandwich plates" 93 : 2826-2832, 2011

      15 Zenkour, A. M., "A comprehensive analysis of functionally graded sandwich plates: Part 1-Deflection and stresses" 42 : 5224-5242, 2005

      16 Mohammed Ameur, "A New Trigonometric Shear Deformation Theory for Bending Analysis of Functionally Graded Plates Resting on Elastic Foundations" 대한토목학회 15 (15): 1405-1414, 2011

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      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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