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      KCI등재 SCIE SCOPUS

      Shape Optimization of Damaged Columns Subjected to Conservative and Non-Conservative Forces

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      https://www.riss.kr/link?id=A99965595

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      다국어 초록 (Multilingual Abstract)

      This paper deals with the development of a realistic shape optimization of damaged columns that are subjected to conservative and non-conservative forces, using the Genetic Algorithm (GA). The analysis is based on the design of the most optimized shap...

      This paper deals with the development of a realistic shape optimization of damaged columns that are subjected to conservative and non-conservative forces, using the Genetic Algorithm (GA). The analysis is based on the design of the most optimized shape of the column under the constraint of constant weight, considering the Static, Vibrational, and Flutter characteristics. Under the action of conservative and non-conservative longitudinal forces, an elastic column loses its stability. A numerical analysis based on FEM has been performed on a uniform damaged column, to compute the fundamental buckling load, vibration frequency, and flutter load, under various end restraints. An optimization search based on the Genetic Algorithm is then executed, to find the optimal shape design of the column. The optimized column references the one having the highest buckling load, highest vibration frequency, and highest flutter load, among all the possible shapes of the column, for a given volume. A comparison is then made between the values obtained for the optimized damaged column, and those obtained for the optimized undamaged column. The comparison reveals that the incorporation of damage in the column alters its optimal shape to only a certain extent. Also, the critical load and frequency values for the optimized damaged column are comparatively low, compared with those obtained for the optimized undamaged column. However, these results hold true only for moderate-intensity damage cases. For high intensity damage, the optimal shape may not remain the same, and may vary, according to the severity of damage.

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      목차 (Table of Contents)

      • Abstract
      • 1. Introduction
      • 2. Description of Problem
      • 3. Results and Discussion
      • 4. Concluding Remarks
      • Abstract
      • 1. Introduction
      • 2. Description of Problem
      • 3. Results and Discussion
      • 4. Concluding Remarks
      • References
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      참고문헌 (Reference)

      1 Rahul. R, "Static and Dynamic Instability Characteristics of Thin Plate like Beam with Internal Flaw Subjected to Inplane Harmonic Load" 한국항공우주학회 14 (14): 19-29, 2013

      2 Pratihar, D. K., "Soft Computing" Narosa Publishing House 2008

      3 Sugiyama, Y., "Shape optimization of cantilevered columns subjected to a rocket based follower force and its experimental verification" 46 : 829-838, 2012

      4 Evan-Ivanowski, "Resonant Oscillations in Mechanical systems" Elsevier 1976

      5 Sugiyama, Y., "Realistic follower forces" 225 (225): 779-782, 1999

      6 Ishida, R., "Proposal of Constructive algorithm and discrete shape design of the strongest column" 33 (33): 401-406, 1995

      7 Langthjem, M. A., "Optimum design of Beck’s column with a constraint on the static buckling load" 18 : 228-235, 1999

      8 Hanaoka, M., "Optimum Design of Beck’s column" 11 : 473-480, 1980

      9 Sugiyama, Y., "Optimal shaped design of cantilevered columns subjected to a follower force" 1746-1751, 1993

      10 Bolotin, V. V., "Non-conservative problems of the Theory of Elastic Stability" Pergamon Press 1963

      1 Rahul. R, "Static and Dynamic Instability Characteristics of Thin Plate like Beam with Internal Flaw Subjected to Inplane Harmonic Load" 한국항공우주학회 14 (14): 19-29, 2013

      2 Pratihar, D. K., "Soft Computing" Narosa Publishing House 2008

      3 Sugiyama, Y., "Shape optimization of cantilevered columns subjected to a rocket based follower force and its experimental verification" 46 : 829-838, 2012

      4 Evan-Ivanowski, "Resonant Oscillations in Mechanical systems" Elsevier 1976

      5 Sugiyama, Y., "Realistic follower forces" 225 (225): 779-782, 1999

      6 Ishida, R., "Proposal of Constructive algorithm and discrete shape design of the strongest column" 33 (33): 401-406, 1995

      7 Langthjem, M. A., "Optimum design of Beck’s column with a constraint on the static buckling load" 18 : 228-235, 1999

      8 Hanaoka, M., "Optimum Design of Beck’s column" 11 : 473-480, 1980

      9 Sugiyama, Y., "Optimal shaped design of cantilevered columns subjected to a follower force" 1746-1751, 1993

      10 Bolotin, V. V., "Non-conservative problems of the Theory of Elastic Stability" Pergamon Press 1963

      11 Pradhan, S., "Dynamic instability characteristics of a free-free missile structure under a controlled follower force" 78 (78): 509-514, 2006

      12 Elishakoff, I., "Controversy associated with the so called follower forces" 58 (58): 117-142, 2005

      13 Cook, R. D., "Concepts and applications of finite element analysis" Wiley 1989

      14 P.K. Datta, "Aeroelastic Behaviour of Aerospace Structural Elements with Follower Force: A Review" 한국항공우주학회 12 (12): 134-148, 2011

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2013-10-01 평가 등재학술지 선정 (기타) KCI등재
      2011-01-01 평가 등재후보학술지 선정 (기타) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.37 0.2 0.3
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.26 0.24 0.394 0.03
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