Question: III. [ total: 1 5 % ] A thin - walled steel cylindrical vessel with two semi - spherical shells at its end has

III. [total: 15\%] A thin-walled steel cylindrical vessel with two semi-spherical shells at its end has an inner diameter \( D=800\mathrm{~mm}\) and a wall thickness \( t=5\mathrm{~mm}\). High-pressure gas was inlet inside. The vessel is subjected to a pair of concentrate forces \( F \), and an interior pressure \( p \), as shown in Figure 2. The ends of the tube are closed with a semi-spherical shell. Assume the material of the pressure vessel is in a plane-stress state (i.e., the normal stress along with radius direction is 0). The yield stress of the steel alloy in the simple tensile test is \(\sigma_{\mathrm{Y}}=220\mathrm{MPa}\).
(a) If \( F=0\) and inner pressure exist, find the principal stresses of elements at point \( A \)(in the cylindrical section) and point \( B \)(in the semi-spherical section). Assume the elements are in a plane-stress state.
Hint: You can check Reference 3.[4\%]
(b) If \( F=0\), find the pressure \( p_{y}\) under which the vessel begins to yield according to Tresca criterion.
(c) If \( F=0\), find the pressure \( p_{y}\) under which the vessel begins to yield by von Mises criterion. [3\%]
(d) If \( F=100\mathrm{kN}\), find the pressure \( p_{y}\) under which the vessel begins to yield according to von Mises criterion. [5\%]
III. [ total: 1 5 \ % ] A thin - walled steel

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