Abstract

AbstractIn this short note we derive constitutive relations for the response of elastic solids, which are transversely isotropic and those that have two preferred directions of symmetry wherein the material moduli of the body depend on its density, undergoing small deformations. Such constitutive relations have relevance to the response of rocks, concrete, ceramics, bones, and porous metals. The constitutive relations that we develop reduce appropriately to the classical linearized elastic constitutive relation, when appropriate material moduli are set to zero. The new constitutive relations, when restricted to those that are linear in both the stress and the linearized strain, have terms in addition to those for a classical linearized elastic body, and it would be interesting to investigate the consequence of these additional terms with regard to the response of the body.

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.