... be: E (κ) n,m = ρhLµ 1 2 [6 .106 ] As an example we consider a strip of steel L = 10 m, l = 1m,h = 0.7 mm subjected to a uniform tensile stress σ xx which is varied from 0 to 100 Mpa. In Figure 6.15 ... ∀r ∈ (C) [6 .107 ] The solution for a rectangular cross-section was established as the following series: (y, z) = yz − 8 a ∞ n=0 (−1) n k 3 n cosh(k n b/2) sin(k n y)sinh(k n z) [6...
Ngày tải lên: 13/08/2014, 05:22