a Agricultural and Food Engineering Division, G.P.O. Box 2754, Asian Institute of Technology, Bangkok 10501, Thailand
b Central Institute of Agricultural Engineering, Nabi Bagh, Berasia Road, Bhopal 462010, India
Abstract:
To simplify the analysis of stress over a cultivator shovel moving at a certain depth, it was represented by an isosceles triangular plate of uniform thickness. To simulate the boundary conditions to which a cultivator shovel is subjected, the triangular plate was assumed as clamped along one of the edges while the other two edges were assumed as free. These assumptions made it possible to apply the theory of bending of laterally loaded plates for the computation of stresses set up in the tillage tool. This theory involves fundamental equations of elasticity, namely the equations of equilibrium, equations of continuity and surface conditions. The theoretically calculated values of stresses were fairly close to experimentally observed values.