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In: Mechanical Engineering

Exercise 6.5 Compute the stresses in laminate coordinates at top and bottom of each lamina in...

Exercise 6.5 Compute the stresses in laminate coordinates at top and bottom of each lamina in Example 6.1 (p. 178) when the laminate is subjected to ?0x = 765(10?6) mm/mm, ?0y = ?280(10?6) mm/mm, ?xy = 34.2(10?6)1/mm and all remaining strains and curvatures equal to zero.

Note: this is Example 6.1 Compute the coefficients in the plate stiffness equations (6.9) for a two- lamina laminate with ?1 = 55?, ?2 = ?55?, t1 = t2 = 0.635 mm

with material properties given E1 = 19.981 GPa, ?12 = 0.274, E2 = 11.389 GPa, G12 = G13 = 3.789 GP a [172]. assume the out-of-plane shear modulus G23 ?= Gm = 0.385 GP a.

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samet mamat answered 2 years ago
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