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      금속계 구조재의 다축응력상태 탄소성거동에 대한 구성식 = An Constitutive Equation for Elasto-Plastic Behavior of Metal Structural Material on Multi-axial Stress State

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      https://www.riss.kr/link?id=A104642752

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      다국어 초록 (Multilingual Abstract)

      The work presented in this paper is concerned with developing a consistent and convenient analytical method which enables us to simulate the material non-linearity. To present the complex stress-strain relationships of material, Sub-layer model has been used as a kind of numerical methods for a long time. A simple analytical formulation of macroscopic Sub-layer model is proposed for presenting the Baushinger effect, in which is represented to metallic material nonlinear behavior in cyclic loading. By using macroscopic variables, which are derived from the Sub-layer model directly, the proposed model enable us describe cyclic plasticity simply. Macroscopic formulations are employed with several surfaces and compared with the Bounding surface model. The validity of macroscopic model with comparing between the numerical result of the Sub-layer model and one of proposed model is also discussed macroscopically.
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      The work presented in this paper is concerned with developing a consistent and convenient analytical method which enables us to simulate the material non-linearity. To present the complex stress-strain relationships of material, Sub-layer model has be...

      The work presented in this paper is concerned with developing a consistent and convenient analytical method which enables us to simulate the material non-linearity. To present the complex stress-strain relationships of material, Sub-layer model has been used as a kind of numerical methods for a long time. A simple analytical formulation of macroscopic Sub-layer model is proposed for presenting the Baushinger effect, in which is represented to metallic material nonlinear behavior in cyclic loading. By using macroscopic variables, which are derived from the Sub-layer model directly, the proposed model enable us describe cyclic plasticity simply. Macroscopic formulations are employed with several surfaces and compared with the Bounding surface model. The validity of macroscopic model with comparing between the numerical result of the Sub-layer model and one of proposed model is also discussed macroscopically.

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      참고문헌 (Reference)

      1 小野徹郎, "金属系素材の応力―歪度関係の定式化" (532) : 177-184, 2000

      2 今仲伸郎, "繰返し加工効果が著しい新金属材料の応力―ひずみ履歴曲線に関する実験則" (499) : 109-114, 1997

      3 石川博將, "固體の非線型力學" 養賢堂 2000

      4 中込忠男, "アルミニウム合金の多軸応力状態における繰返し応力―歪関係の数理塑性モデル" (558) : 227-232, 2002

      5 Ohno, N., "Recent Topics in Constitutive Modeling of Cyclic Plasticity and Viscoplasticity" 43 (43): 283-295, 1990

      6 Dafalias,Y.F., "Plastic Internal Variables Formalism of Cyclic Plasticity”" 645-651, 1976

      7 K. Schiffner, "Overlay Models for Structural Analysis under Cyclic Loading" 56 (56): 321-328, 1995

      8 Zeinkiewicz,O.C, "Composite and Overlay Model in Numerical Analysis of Elasto-Plastic Continua, Symposium on Foundation of Plasticity" Nordhoof International Publishing 103-123, 1972

      9 Yannis F. Dafalias, "Bounding Surface Plasticity. Ⅰ: Mathematical Foundation and Hypoplasticity" 112 : 966-987, 1986

      1 小野徹郎, "金属系素材の応力―歪度関係の定式化" (532) : 177-184, 2000

      2 今仲伸郎, "繰返し加工効果が著しい新金属材料の応力―ひずみ履歴曲線に関する実験則" (499) : 109-114, 1997

      3 石川博將, "固體の非線型力學" 養賢堂 2000

      4 中込忠男, "アルミニウム合金の多軸応力状態における繰返し応力―歪関係の数理塑性モデル" (558) : 227-232, 2002

      5 Ohno, N., "Recent Topics in Constitutive Modeling of Cyclic Plasticity and Viscoplasticity" 43 (43): 283-295, 1990

      6 Dafalias,Y.F., "Plastic Internal Variables Formalism of Cyclic Plasticity”" 645-651, 1976

      7 K. Schiffner, "Overlay Models for Structural Analysis under Cyclic Loading" 56 (56): 321-328, 1995

      8 Zeinkiewicz,O.C, "Composite and Overlay Model in Numerical Analysis of Elasto-Plastic Continua, Symposium on Foundation of Plasticity" Nordhoof International Publishing 103-123, 1972

      9 Yannis F. Dafalias, "Bounding Surface Plasticity. Ⅰ: Mathematical Foundation and Hypoplasticity" 112 : 966-987, 1986

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-03-25 학술지명변경 한글명 : 대한건축학회 논문집(구조계) -> 대한건축학회논문집 구조계
      외국어명 : Journal of the Architectural Institute of Korea(Structure & Construction) -> Journal of the Architectural Institute of Korea Structure & Construction
      KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.35 0.35 0.33
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.27 0.614 0.04
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