Research Article

An Analytical Approach to the Analysis of Inhomogeneous Pipes under External Pressure

Figure 8

Contour plot of the yield function values, 𝑓 , for the homogeneous and the inhomogeneous cases at the complete yielding of the first section along the circumference ( 𝑡 = 2 6 m m , 𝐷 = 4 5 7 . 2 m m , 𝜔 = 1 / 1 0 0 0 , 𝑛 = 3 , and 𝜃 𝑐 = 𝜋 / 4 ) .
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