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김민생(Min-Saeng Kim),이재철(Jae-Chul Lee),정석용(Suk-Yong Jeong),안성훈(Sung-Hoon Ahn),손지원(Jee-Won Son),조광제(Kwang-Je Cho),송철기(Chul Ki Song),박실룡(Sil Ryong Park),배태한(Tae-Han Bae) 대한기계학회 2008 大韓機械學會論文集A Vol.32 No.6
Structure evaluation for 70/15 T×105 m LLC(Level Luffing Crane)’s boom was conducted by Finite Element Method. Boom modeled with beam element was fixed by luff rope and boom mount and was received loads from self weight, luff hoisting, traveling motion, slewing motion, and wind force, etc. These applied loads were calculated using various factors presented in the reference standards and were inputted in the analysis model after considering about the adverse conditions of LLC. In the research, deformation, stresses, buckling of boom were evaluated by ANSYS. Structural safety of boom was confirmed in the results of numerical analysis.
김민생(Min-Saeng Kim),이재철(Jae-Chul Lee),정석용(Suk-Yong Jeong),안성훈(Sung-Hoon Ahn),손지원(Jee-Won Son),조광제(Kwang-Je Cho),송철기(Chul Ki Song),배태한(Tae-Han Bae),박실룡(Sil Ryong Park) 대한기계학회 2008 대한기계학회 춘추학술대회 Vol.2008 No.5
Structure evaluation for 70/15 T×105 m LLC(Level Luffing Crane)'s boom was conducted by Finite Element Method. Boom modeled with beam element was fixed by luff rope and boom mount and was received loads from self weight, luff hoisting, traveling motion, slewing motion, and wind force, etc. These applied loads were calculated using various factors presented in the reference standards and were inputted in the analysis model after considering about the adverse conditions of LLC. In the research, deformation, stresses, buckling of boom were evaluated by ANSYS. Structural safety of boom was confirmed in the results of numerical analysis.