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CONTINUUM MECHANICS for ENGINEERS

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FIGURE P4.24<br />

Strain gauge rosette.<br />

(a) the components of the infinitesimal strain tensor ε, and the infinitesimal<br />

rotation tensor ω.<br />

(b) the principal values of εε, at the point (1, 1, 0).<br />

Answer: (a) ε11 = ε22 = ε33 = 0, ε12 = AX3, ε13 = A(X2 + 2X1) and<br />

1<br />

ε 23 = AX 3<br />

ω 11 = ω 22 = ω 33 = 0, ω 12 = –ω 21 = AX 3<br />

1<br />

ω13 = –ω31 = AX2 – AX1 and ω23 = –ω32 = AX 2<br />

3<br />

(b) ε (I) = A, ε (II) = 0, ε (III) = – A<br />

4.24 A 45° strain rosette measures longitudinal strains along the X1, X2, and axes shown in the sketch. At point P the strains recorded are<br />

3<br />

2 3<br />

2<br />

′<br />

X 1<br />

ε11 = 6 × 10 –4 , ε22 = 4 × 10 –4 and = 8 × 10 –4<br />

′<br />

Determine the shear strain γ12 at O, together with , and verify that<br />

′<br />

ε11 ′ ε22 ε11 + ε22 = + . See Eq 4.7-25.<br />

4.25 By a direct expansion of Eq 4.7-29, 2ωi = εijk ωkj, show that ω1 = ω32 =<br />

–ω23, etc. Also, show that only if A is a very small constant does the<br />

mapping<br />

x1 = X1 – AX2 + AX3 ′<br />

x 2 = X 2 – AX 3 + AX 1<br />

x 3 = X 3 – AX 1 + AX 2<br />

2 1<br />

2<br />

represent a rigid body rotation (E ≡ 0). Additionally, determine the<br />

infinitesimal rotation tensor ωij in this case; from it, using the result<br />

proven above, deduce the rotation vector ωi. Answer: ω = A( eˆ + eˆ +<br />

eˆ<br />

)<br />

1 2 3<br />

ε 11<br />

1<br />

2<br />

ε 22

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