By T.T. Furman (Eds.)
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1 974). “Dependability and Durability of Engineering Products” (Trans. T. T. Furman). Butterworths, London. Wallingford Spring Pressings Ltd. ” Chapter 3 Statistical ErrorsEmpirical Correlations In Chapter 2 we considered the total errors of individual parameters and developed methods of assessing their effect on the overall functional performance. The resultant error was that derived from the worst possible interaction of all individual “sure-fit’’ errors. In practical situations in an assembly or system all individual items or variables are seldom at their worst values simultaneously.
5. 7). An exact three-dimensional stress analysis is complex and, for design purposes, impractical.
A function z = f(x, y) represents a surface. Such a surface may be divided into a net or square mesh in the x-y plane as shown in Fig. 7. The z-values corresponding to each point in the mesh must be established. 21) etc. 24 APPROXIMATE METHODS IN ENGINEERING DESIGN Fig. 7. 1 Use finite differences to determine the deflections of a simply supported beam with a central load. Having found the deflections, determine (a) the slope as near to the ends as possible, (b) the curvature at the centre. Divide the beam length into a number of equal parts to suit (say 6 parts).
Approximate Engineering Methods Design by T.T. Furman (Eds.)
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