DOI QR코드

DOI QR Code

Structural Analysis for a 70/15 ton×105 m Level Luffing Crane

70/15 ton×105 m 레벨러핑 크레인의 구조해석

  • Kim, Min-Saeng (School of Mechanical and Aerospace Engineering, Seoul National Univ.) ;
  • Shin, Yoo In (Graduate School, Gyeongsang National Univ.) ;
  • Song, Chul Ki (School of Mechanical Engineering, ERI, Gyeongsang National Univ.)
  • 김민생 (서울대학교 기계항공공학부) ;
  • 신유인 (경상대학교 대학원) ;
  • 송철기 (경상대학교 기계공학부, 공학연구원)
  • Received : 2013.06.18
  • Accepted : 2013.08.22
  • Published : 2013.09.01

Abstract

Evaluation of the structural analysis for a 70/15 ton${\times}$105 m LLC (Level Luffing Crane) was conducted with an FEM Tool. Due to a discordance of the modeling and element type, the LLC was progressively analyzed after dividing it into the boom, main structure and rocker. All loads such as slewing, traveling and wind load, etc., that are indicated in the reference standards, were inputted as various severe conditions of the LLC. The deformation, equivalent stress(Von Mises stress), buckling characteristics were evaluated for the LLC structures. The stress concentrated areas over the allowable stress were identified, and reinforcement work was performed with a stiffener.

Keywords

References

  1. Shapiro, H., Shapiro, J., and Shapiro, L., "Cranes and Derricks," McGraw-Hill Companies, pp. 89-102, 1999.
  2. Lee, J. S. and Cho, K. H., "Heavy Equipment Engineering," Daekwang, pp. 35-42, 1998.
  3. Japanese Standards Association, "Calculation Standards for steel structures of cranes," Document ID: JIS B 8821, pp. 2-14, 2004.
  4. Japanese Standards Association, "Cranes -- Wind load assessment," Document ID: JIS B 8830, pp. 2-3, 2001.
  5. Japanese Standards Association, "Cranes -- Design principles for loads and load combinations," Document ID: JIS B 8831, Japanese Standards Association, pp. 3-9, 2004.
  6. Deng, D. and Murakawa, H., "Prediction of welding residual stress in multi-pass butt-welded modified 9Cr-1Mo steel pipe considering phase transformation effects," Computational Materials Science, Vol. 37, No. 3, pp. 209-219, 2006. https://doi.org/10.1016/j.commatsci.2005.06.010
  7. Niezgodziński, T. and Kubiak, T., "The problem of stability of web sheets in box-girders of overhead cranes," Thin-Walled Structures, Vol. 43, No. 12, pp. 1913-1925, 2005. https://doi.org/10.1016/j.tws.2005.06.001
  8. Lindner. J. and Glitsch, T., "Simplified design of crane girders with open cross sections subjected to biaxial bending and torsion," Fourth International Conference on Advances in Steel Structures, pp. 95- 104, 2005.
  9. Gu, K.-M., Hong, D.-K., Choi, S.-C., Han, G.-J., and Ahn, C.-W., "A Study on the Reduction of Over Head Crane's Weight Considering Buckling, Vibration and Strength," Spring Conferences of KSME, pp. 1084-1089, 2002.
  10. Bathe, K.-J., "Finite Element Procedures," Pretice- Hall International, pp. 2-4, 1996.
  11. Kim, M.-S., Lee, J.-C., Jeong, S.-Y., Ahn, S.-H., Son, J.-W., Cho, K.-J., Song, C. K., Park, S. R., and Bae, T.-H., "Structure Evaluation for the Level Luffing Crane' Boom," Transactions of the KSME A, Vol. 32, No. 6, pp. 526-532, 2008. https://doi.org/10.3795/KSME-A.2008.32.6.526
  12. Kim, S. Y., Bae, H. S., Lee, Y. H., and Park, M. K., "Computer Simulation for Residual Life Expectancy of a Container Crane Boom Structure," J. Korean Soc. Precis. Eng., Vol. 24, No. 9, pp. 119-129, 2007.