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Such practitioners, who later achieve their status as licensure specialists, are called on yearly to update their skills in the practice of engineering, as reflected in the NEBAC requirement that engineers should be licensed each year. 3.9 The subcategories 21-22 provide for the various options concerning the surface profile of the mesh. The functional form of the nonlinear FEM responses is expanded in Eq. The matrix equation for the sate 00010 000100 002000 000100 002000 001100 001100 002000 001001 001000 002000 00000 00000 00000
Under standard engineering practice, the solver will establish a numerical trial solution and then evaluate the accuracy of the solution, via an analysis of the difference between the numerical solution and the exact steady-state solution. A correct FEM solution has the property that, for a given set of loading conditions and boundary conditions, the solutions for all variables (p,r,θ (φ), and F) will be the same for all meshes. If there is some provision made to test convergence, convergence to zero of the response (normed by the size of the solution vector) yields a mesh-independent solution. Figure 8 illustrates this description. Figure 8: Mesh generation graphic illustration. U = (a) basal steel; (b) top plate steel; (c) 1-3-5 truss; (d) (e) welds; (f) (g) G insert; (h) crack tip; (i) pre/post crack tip; (j) fringe; (k) equilibrium; (l) patch; (m) crack start; (n) crack finish; (o) weld post; (p) truncated cone crack; (q) backbone. Note: the code segment for the 18-node hex mesh is not shown. d2c66b5586