Abstract

Converging and diverging nozzles and skyscrapers are examples of hollow structures with curved bounding surfaces. We study torsional deformations of such structures, namely, truncated conical cylinders with curved inner and outer bounding surfaces and made of linearly elastic and orthotropic functionally graded materials (FGMs). Simplifying assumptions include a plane section remains plane, deformations are axisymmetric about the cylinder axis, and a power-law relation between the radial and the axial coordinates describes the curved mantle. For four spatial variations of the two shear moduli, we analytically solve governing equations for the two non-zero shear stresses and the tangential displacement. For a general variation of the shear moduli we employ the weighted residuals approach to find an approximate solution and establish its convergence and accuracy. We also analyze the material tailoring problem to attain a desired shear stress distribution on a cross-section. We include numerical examples to illustrate spatial distributions of shear stresses for prescribed shear moduli variations, and of the shear moduli for achieving desired shear stress distributions. The analytical solutions provided herein should serve as benchmarks to verify numerical solutions of similar problems.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.