# B-29 Superfortress in Detail and Scale by Alwyn T. Lloyd

By Alwyn T. Lloyd

Element & Scale Vol.10: B-29 Superfortress (Part 1)

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During one application, it is found that ea ¼ 0:001, eb ¼ 0:002, and ec ¼ 0:004. Using the two-dimensional strain transformation relations, calculate the surface strain components ex , ey , and exy . b 60Њ y 60Њ c a x Deformation: Displacements and Strains 49 2-8*. A two-dimensional strain ﬁeld is found to be given by ex ¼ 0:002, ey ¼ À0:004, and exy ¼ 0:001. 6) into a MATLAB code, calculate and plot the new strain components in a rotated coordinate system as a function of the rotation angle y.

If aij is symmetric and bij is antisymmetric, prove in general that the product aij bij is zero. Verify this result for the speciﬁc case by using the symmetric and antisymmetric terms from Exercise 1-2. 1-4. Explicitly verify the following properties of the Kronecker delta: dij aj ¼ ai dij ajk ¼ aik 1-5. 4) for the determinant and justify that either index notation form yields a result that matches the traditional form for det[aij ]. 1-6. Determine the components of the vector bi and matrix aij given in Exercise 1-1 in a new coordinate system found through a rotation of 458 (p=4 radians) about the x1 -axis.

This concept is related to the topology or geometry of the region under study. There are several places in elasticity theory where 44 FOUNDATIONS AND ELEMENTARY APPLICATIONS (a) Two-Dimensional Simply Connected (c) Three-Dimensional Simply Connected FIGURE 2-9 (b) Two-Dimensional Multiply Connected (d) Three-Dimensional Simply Connected (e) Three-Dimensional Multiply Connected Examples of domain connectivity. the connectivity of the region fundamentally affects the formulation and solution method.