Such an analysis requires only equilibrium to be satisfied。 Referring to Fig。 2, and considering vertical forces on an axisymmetric part of the shell above that cut off by a plane through point P(x, y) and perpendicular to the y axis,
2 cry N z cos & — pay。
Resolving forces perpendicular to an element of shell at the same position [4j
where rg, rd are, respectively, the meridional and circumferential (principal) radii of curvature at P, and N , N j, respectively, are the principal forces per unit length of shell in the meridional and circumferential directions at P。 The internal pressure is p and the shell thickness is 1。
Solving Eqns (2) and (3) gives the well-known result (5j:
N z - pr /2 cos B = pr,/2
N y = (prp/'2) [2 — n, rg)。
The geometrical expressions in Eqns (2a) and (3a) are now determined in terms of 0。
Fig。 2。 Notation for membrane analysis: (a) geometry; (b) forces on cap above point P; and (c) in-plane forces on element at P。
The gradient of the normal at P is
d 2$, d 2 (« + 2« six’ sh 6' sin 3 ()
Substituting expressions (6) and (7) into Eqn (5):
— {cos’ h ( u + 2« sin B)' + h’ sin' d} ’, h (a + 2e sin’ B)。
The centre of curvature relevant to r is where the normal at P meets the J• axis, so
ft — f p/" COS
where r = 。x, and Eqn (4) gives
Substituting in Eqn (9)
rp = b((a + 2 e sin 8)’cos’ 8 + b' sin’ 8) " '(u = 2 e sin d)。
Using the expressions in Eqns (1) and (10) in Eqn (2a)
and using Eqns (8), (11) and (12) in Eqn (3)
Stresses (« «›) would be calculated by piding corresponding stress resultants by the thickness, i。
To determine stress distributions along the meridian, b is more tangible as a variable than 8 but it is impracticable to write Eqns (l 2) and (13) in terms of b。 For the distributions which are given later, stresses have been evaluated for different values of 8 and then converted to the corresponding values of b using the following equation which follows from Eqn (1):
For an unmodified elliptical meridian (i。e。 c = 0), expressions (12) and (13) become
R E S U L T S
For the dimensions quoted above, a thickness of 0。35 mm, and an internal pressure of 1 Mpa, the principal membrane stresses are plotted against the angle b in Fig。 3 (see Table 1 for corresponding
Fig。 3。 Membrane stresses for modified elliptical meridian compared with those for elliptical meridian。 ap, circumferential stress—ellipse -— ng, meridional stress—ellipse n circumferential stress—modified ellipse
ng meridional stress—modified ellipse -
Table l 。 Corresponding values of b and 0 for egg- shape and ellipsoid with a —— 30 mm, 6 = 22。5 mm
b degrees
II degrees Egg shape e — 4 mm Ellipsoid
90 90 90
75 79。91 78。63
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