Continuum Analytical Shape Sensitivity Analysis of 1-D Elastic Bar
| dc.contributor.author | Nayak, Soumya Sambit | en |
| dc.contributor.committeechair | Patil, Mayuresh J. | en |
| dc.contributor.committeechair | Acar, Pinar | en |
| dc.contributor.committeemember | Tafti, Danesh K. | en |
| dc.contributor.department | Mechanical Engineering | en |
| dc.date.accessioned | 2021-01-07T09:00:19Z | en |
| dc.date.available | 2021-01-07T09:00:19Z | en |
| dc.date.issued | 2021-01-06 | en |
| dc.description.abstract | In this thesis, a continuum sensitivity analysis method is presented for calculation of shape sensitivities of an elastic bar. The governing differential equations and boundary conditions for the elastic bar are differentiated with respect to the shape design parameter to derive the continuum sensitivity equations. The continuum sensitivity equations are linear ordinary differential equations in terms of local or material shape design derivatives, otherwise known as shape sensitivities. One of the novelties of this work is the derivation of three variational formulations for obtaining shape sensitivities, one in terms of the local sensitivity and two in terms of the material sensitivity. These derivations involve evaluating (a) the variational form of the continuum sensitivity equations, or (b) the sensitivity of the variational form of the analysis equations. We demonstrate their implementation for various combinations of design velocity and global basis functions. These variational formulations are further solved using finite element analysis. The order of convergence of each variational formulation is determined by comparing the sensitivity solutions with the exact solutions for analytical test cases. This research focusses on 1-D structural equations. In future work, the three variational formulations can be derived for 2-D and 3-D structural and fluid domains. | en |
| dc.description.abstractgeneral | When solving an optimization problem, the extreme value of the performance metric of interest is calculated by tuning the values of the design variables. Some optimization problems involve shape change as one of the design variables. Change in shape leads to change in the boundary locations. This leads to a change in the domain definition and the boundary conditions. We consider a 1-D structural element, an elastic bar, for this study. Subsequently, we demonstrate a method for calculating the sensitivity of solution (e.g. displacement at a point) to change in the shape (length for 1-D case) of the elastic bar. These sensitivities, known as shape sensitivities, are critical for design optimization problems. We make use of continuum analytical shape sensitivity analysis to derive three variational formulations to compute these shape sensitivities. The accuracy and convergence of solutions is verified using a finite element analysis code. In future, the approach can be extended to multi-dimensional structural and fluid domain problems. | en |
| dc.description.degree | Master of Science | en |
| dc.format.medium | ETD | en |
| dc.identifier.other | vt_gsexam:28843 | en |
| dc.identifier.uri | http://hdl.handle.net/10919/101764 | en |
| dc.publisher | Virginia Tech | en |
| dc.rights | In Copyright | en |
| dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en |
| dc.subject | Continuum Sensitivity Analysis | en |
| dc.subject | CASSA | en |
| dc.subject | material sensitivity | en |
| dc.subject | local sensitivity | en |
| dc.subject | design velocity | en |
| dc.subject | variational form | en |
| dc.subject | convergence | en |
| dc.title | Continuum Analytical Shape Sensitivity Analysis of 1-D Elastic Bar | en |
| dc.type | Thesis | en |
| thesis.degree.discipline | Mechanical Engineering | en |
| thesis.degree.grantor | Virginia Polytechnic Institute and State University | en |
| thesis.degree.level | masters | en |
| thesis.degree.name | Master of Science | en |
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