Introduction to Continuum Mechanics 3 Episode 7 potx
... Solid 2 27 Example 5 .3. 1 Find the components of stress at a point if the strain matrix is and the material is steel with A = 119.2 GPa ( 17 .3 xl() b psi) and p = 79 .2 GPa (11.5xl0 6 psi). Solution. ... we have a unit normal vector n = (l/a)(x2*2 + X 3* $)- Therefore, the surface traction on the lateral surface Substituting from Eqs. (5. 13. 3)...
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... of Eq. (7. 7.8) to the surface and body force terms. 7. 8 Control Volume Fixed with respect to a Moving Frame If a control volume is chosen to be fixed with respect to a frame ... [xxdivT], we have OJtn Example 7. 2 .3 Referring to Example 7. 2.2, show that the total power (rate of work done) by the stress vector on S is given by, 436 Inte...
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... respect to the basis at the reference configuration 3. 73 . From Eqs. (3. 30.4a), obtain Eqs. (3. 30.5). 3. 74 . Verify Eq. (3. 30.8b) and (3. 30.8d). 3. 75 . Verify Eq.( 3. 30.9b) and (3. 30.9d). 3. 76 . ... (3. 30.9d). 3. 76 . Derive Eqs. (3. 30.10). 3. 77 . Using Eqs. (3. 30.10) derive Eqs. (3. 30.12a) and (3. 30.12d). 3. 78 . Verify Eqs. (3. 30. 13 a...
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Introduction to Continuum Mechanics 3 Episode 6 docx
... following Solution. In Sect. 3. 12, we obtained [see Eq. (3. 12.4)], Since dx - F dX [ see Eq. (3. 7. 2)], therefore Equation (i) is to be true for all dX, thus or, Using Eqs. (4.12 .7) and (4.12.10b), ... direction of ej + 2e 2 + 3e 3 and 63& apos;is in the direction of e 1 4-e 2 ~e 3 . 4 .7. Consider the following stress distribution Linear Elas...
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Introduction to Continuum Mechanics 3 Episode 8 pps
... dependence). The Elastic Solid 279 From the compatibility equations, Eqs. (3. 16.8), (3. 16.9) and (3. 16 .7) , we have Thus, G(XI £1) = a K\ + J3x2 + y. In the absence of body ... and 52 planes automatically ensures the symmetry with respect to the 53 plane. (c) All planes that are perpendicular to the 3 plane have their normals parallel to the...
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Introduction to Continuum Mechanics 3 Episode 9 pptx
... (5 .33 .9) and (5 .33 .11), as those cor- responding to a change of rectangular Cartesian basis, then we come to the conclusion that the constitutive equation given by Eq. (5 .33 .6) ... function f. In a change of frame, (see Example 5 .32 .4, Eq. (5 .32 . 13) ), Thus, That is 34 2 The Elastic Solid 5. 57. Compare the twisting torque which can be transm...
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