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풍동실험에 의한 갠트리 크레인의 풍력계수 산출과 구조 해석

Wind Force Coefficients Computation of Gantry Crane by Wind Tunnel Experiment and Structural Analysis of the Crane

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참고문헌

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주제분류조선공학

초록

In this paper, wind force coefficient by wind tunnel experiment is obtained to compute the accurate wind force of the gantry crane model to be used for mobile harbor ship. The first crane model was tested under 20, 30, 40, 52m/s, partially 58m/s and the wind force coefficient is about 2.0 which is very close to the suggested theoretical value. The other is the more reliable crane model and tested under 20, 30, 40m/s also giving the similar realistic wind force coefficient. Also structural analysis of crane model was performed giving the reliable stress level. Since the rolling effect is important for mobile harbor ship, the safety of the crane on the ship needs to be guaranteed. For this, using the computed reaction forces, a tie-down design is suggested which connects the crane and ship to resist the turnover motion of the crane.

Abstract

In this paper, wind force coefficient by wind tunnel experiment is obtained to compute the accurate wind force of the gantry crane model to be used for mobile harbor ship. The first crane model was tested under 20, 30, 40, 52m/s, partially 58m/s and the wind force coefficient is about 2.0 which is very close to the suggested theoretical value. The other is the more reliable crane model and tested under 20, 30, 40m/s also giving the similar realistic wind force coefficient. Also structural analysis of crane model was performed giving the reliable stress level. Since the rolling effect is important for mobile harbor ship, the safety of the crane on the ship needs to be guaranteed. For this, using the computed reaction forces, a tie-down design is suggested which connects the crane and ship to resist the turnover motion of the crane.

참고문헌 (12)

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  2. Ha, Y.C., "The Wind Force Explanation for 「Standards for Structural Load」, revised by Ministry of Construction and Transportation", Journal of the wind engineering institute of Korea, 4(1), pp.11~22 (2000)
  3. Ha, Y.C, "Wind Tunnel Test for Wind Resistance Building Design", Journal of the wind engineering institute of Korea, 9(1), pp.11~19 (2005)
  4. July, An Estimation of the Structural Stability of Container Crane Using Wind Tunnel Test and Computational Fluid Dynamics, "Han, K.J", Yeungnam University, ~ (2006)
  5. 강종훈, "대기경계층 속에 놓인 컨테이너 크레인의 풍하중에 관한 실험적 연구", 한국풍공학회지, 8(2), pp.217~224 (2004), 한국풍공학회
  6. Kim, D.H, "Tie-down tension of container crane under typhoon", Proceedings of Coastal and Ocean Engineering in Korea, pp.146~149 (2004)
  7. 김동현, "풍속변화가 컨테이너크레인 타이다운의 안전율에 미치는 영향", 대한토목학회 논문집A, 25(6A), pp.1127~1131 (2005), 대한토목학회
  8. Kim, D.W, "Comparison of the Wind Loads on Buildings Evaluated by AIK Recommendation for Loads and Wind Tunnel Test", Journal of the wind engineering institute of Korea, 5, pp.81~86 (2002)
  9. Kim, J.R, "Wind Resistance Design Learning from Typhoon Maemi", Journal of the wind engineering institute of Korea, 7(2), pp.150~156 (2003)
  10. Korean Register of Shipping, "KR-Rules", ~ (2009)
  11. Kwon, S.K, "A Study on Stability of the Container Crain with respect to the Direction of wind Load", Proceedings of the Korean Society of Precision Engineering Conference, pp.1984~1987 (2005)
  12. McCarthy, P, "Securing Cranes for Storm Wind: Uncertainties and Recommendations" (2004), Liftech Consultants Inc

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