TONG Gen-shu. Formulae for Bearing Stress in Web of Crane Beam Under Wheel Load[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 46-48. doi: 10.13206/j.gjgS22093001
Citation:
TONG Gen-shu. Formulae for Bearing Stress in Web of Crane Beam Under Wheel Load[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 46-48. doi: 10.13206/j.gjgS22093001
TONG Gen-shu. Formulae for Bearing Stress in Web of Crane Beam Under Wheel Load[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 46-48. doi: 10.13206/j.gjgS22093001
Citation:
TONG Gen-shu. Formulae for Bearing Stress in Web of Crane Beam Under Wheel Load[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 46-48. doi: 10.13206/j.gjgS22093001
Equation for bearing stress in web of crane beam under wheel load has been varied several times in the Chinese code for design of steel structures, and they were different from the counterparts in the codes of European, Russian and the United States. This paper introduces a closed form solution whose numerical results are in good agreement with Finite Element analysis. Formulae for the equivalent bearing length of two types of rails are presented.
Biot M A.Bending of an infinite beam on an elastic foundation[J].Journal of Applied Mechanics,1937,4(3):1-7.
[3]
Tong G S,Xuan Z J.Revisiting the bearing stresses in webs of crane runway girders under wheel loads[J].Advances in Structural Engineering,2018,21(9):1792-1801.
[4]
Tong G S,Xuan Z J.Contact behavior between rail and elastic foundation[J].Meccanica,2022,57:1477-1489.
[5]
European Committee for Standardization.Design of steel structures-part 6:crane supporting structures:Eurocode 1993-6∶2007[S].Brussel:European Connittee for Standardization,2009.