기하학적 초기형상결함을 갖는 보강 원통의 충격좌굴 신뢰성 해석

Impact Buckling Reliability Analysis of Stiffened Cylinder With Initial Geometric Imperfection

  • 발행 : 1996.12.01

초록

In this paper, buckling reliability analyses of stiffened cylinder with random initial geometric imperfection under axial impact load are performed by the combined response surface method. The effect of random geometric imperfection on the failure probability and reliability is recognized quantitatively. Buckling reliability decreases with the increase of mean value, cov of initial geometric imperfection under the same external load. Buckling probability under impact load is greater than those under static load with the same condition. From the probabilistic characteristics of imapct buckling load, relation between reliability index and safety parameter can be obtained in addition to the relation between load and reliability index. And those results can be used to determine the range of required safety parameter and acceptable imperfaction.

키워드

참고문헌

  1. Dissertation, U. of Delft, Holland (1945), English Translation AFFDL Report TR-70-20 On the Stability of Elastic Equilibrium Koiter W. T.
  2. in 'Thin-Shell Structure'edited by Fung & Sechler The Effect of Initial Imperfection on Shell Stability Arbocz, J.
  3. Statistical Methods in Structural Mechanics, Holden-Day Bolotin V. V.
  4. Q. of Applied Mathematics v.26 Buckling Under Axial Compression of Long Cylindrical Shells with Random Axisymmetric Imperfections Amazigo J. C.
  5. AIAA Journal v.15 no.9 General Random Imperfection in the Buckling of Axially Loaded Cylindrical Shells Hansen J. S.
  6. Delft Univ. Report LR-442 The Statistical Analysis of Initial Imperfection Measurements Vermeulen P. G.;Elishakoff I.
  7. J. of Applied Mechanics, Transactions of the ASME v.52 Reliability of Axially Compressed Cylindrical Shells with General Random Imperfections Elishakoff I.
  8. Journal of Structure Engineering, ASCE v.117 no.7 Statistical Analysis of Imperfections in Stiffened Cylinders Cryssantopoulos M. K.;Baker M. K.;Dowling P. J.
  9. AIAA Journal v.29 no.12 Collapse of Axially Compressed Cylindrical Shells with Random Imperfections Arbocz, J.
  10. J. of Engineering Mechanics Div.,ASCE Proceeding v.98 no.EM5 Nonstationary Random Column Buckling Problem Jacquot R. G.
  11. J. of Applied Mechanics, Trans. of ASME v.46 Bucking of a Stochastically Imperfect Finite Column on a Nonlinear Elastic Foundation Elishakoff I.
  12. AIAA Journal v.25 no.2 Stochastic Response of Nonlinear Structures with Parameter Random Fluctuation Ibrahim R. A.;Heo H.
  13. Progress in Theory and Application Dynamic Snap-Buckling of Structure Under Stochastic Loads, in 'Stochastic Structural Dynamics Ariaratnam S. T.;Xie W. C.;G. I. Schueller(ed.)
  14. Int. J. Solids Structures v.26 no.1 Monte Carlo Analysis of Nonlinear Vibration of Rectangular Plates with Random Geometric Imperfections Wang F. Y.
  15. 서울대학교 조선공학과 박사학위논문 원환으로 보강된 원통형 셸의 최종강도 해석 박치모
  16. 한국항공우주학회지 v.16 no.4 초기결함을 고려한 원통형 판넬의 좌굴거동 전승문;홍창선
  17. 대한기계학회논문집 v.5 no.4 압축하중을 받는 직교이방성 원통 셸의 동적 안정성 김천욱;S. Y. Lu
  18. 서울대학교 조선공학과 박사 학위논문 확률 유한요소법에 의한 구조 신뢰성 해석 김지호
  19. 대한조선학회논문집 v.29 no.2 기하학적 초기결함을 갖는 원통형 셸의 탄성좌굴신뢰성 해석 김두기;양영순
  20. 대한조선학회논문집 v.31 no.1 불확정적인 초기형상 결함을 갖는 보강 원통형 셸의 확률론적 초기결함 민감도 해석 김두기;양영순
  21. J. of Engineering Mechanics Division, ASCE Proceeding v.100 no.EM1 Exact and Invariant Second Moment Code Format Hasofer A. M.;Lind N. C.
  22. J. of the Engineering Mechanics Division, ASCE Proceeing v.104 no.EM5 Solution for Second Moment Reliability Index Parkinson D. B.
  23. Elastic Stability of Circular Cylindrical Shells Yamaki N.
  24. Report of Universitat Innsbruck No.9~87 Efficient use of Response Surface Methods Bucher C. G.;Bourgund U.
  25. AIAA Journal v.15 no.3 Buckling Analysis of Geometrically Imperfect Stiffened Cylinders under Axial Compression Simitses G. J.
  26. ONR Report No.18 Dynamic Buckling of Imperfection-Sensitive Structures Budiansky B.
  27. AIAA Journal v.13 no.9 Dynamic Buckling of Ring Stiffened Cylindrical Shells Lakshimikantham L;Tsui T.