Back to results

University of Illinois at Urbana-Champaign

Nonlinear structural design using multiscale topology optimization

Abstract

dc:description

This dissertation presents developments in nonlinear multiscale topology optimization. Our contribution consists of three parts: a multiscale design framework for nonlinear elastostatic problems; extension to nonlinear elastodynamics; and an elastoplastic design methodology for transient dynamics. We systematically develop adjoint sensitivity analyses and incorporate them into gradient-based optimization update algorithms. In the multiscale elastostatic formulation, we design composite material microstructures by combining topology optimization, computational homogenization and parallel programming into a multilevel design framework. The design problem is posed as a multilevel topology optimization problem: a macroscopic problem that optimizes the constituent volume fraction field and the microscopic problems, at each macroscopic material point that optimize the unit cell morphologies. Homogenization theory is used to compute a homogenized macroscale response without fully resolving the high frequency oscillations corresponding to the microscale. For composite structures exhibiting nonlinear response, closed form expressions relating composite microstructure design parameters to their homogenized properties do not exist in general. Hence, we resort to computational homogenization to compute the macroscopic effective properties. The presence of nonlinearities and the iterative nature of the design process makes the problem computationally challenging to work with. We resolve this through the use of Message Passing Interface and utilize this framework to design structures for maximum stiffness. We extend the above framework to nonlinear multiscale elastodynamics where we designmaterial microstructures to achieve effective energy propagation in structures subjected to impact loading. The design process is formulated under the assumption that the primary wave of interest has much longer wavelength compared to the microstructural length scale. Under such an assumption, static homogenization theory holds and is utilized to compute the macroscopic effective properties. Finally, we further extend themultiscale transient elastodynamic formulation to design elastoplasticmaterial systems for impact mitigation. Using themultiscale elastodynamic computational framework, we replace the unit cell computations with the local constitutive evolution equations of small deformation elastoplasticity. Furthermore, to extend the adjoint sensitivity formulation, we account for the history dependence of internal state variables. Using these sensitivities and topology optimization, we distribute two elastoplastic materials within a design domain to effectively dissipate the energy in an impact problem.

Degree

thesis:*
Name thesis:degree_name
Ph.D.
Level thesis:degree_level
Dissertation
Discipline thesis:degree_discipline
Mechanical Engineering
Grantor
University of Illinois at Urbana-Champaign
Year dc:date
2014

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Nakshatrala, Praveen Babu
Contributors dc:contributor
  • Tortorelli, Daniel A.
  • Duarte, C. Armando
  • Geubelle, Philippe H.
  • Lambros, John

Subjects

dc:subject × 5

Rights

dc:rights
Statement dc:rights
  • Copyright 2013 Praveen Babu Nakshatrala
Language dc:language
en

Identifiers

dc:identifier.*
Handle dc:identifier
http://hdl.handle.net/2142/46735
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/46735

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Nakshatrala, Praveen Babu. Nonlinear structural design using multiscale topology optimization. Dissertation thesis, University of Illinois at Urbana-Champaign, 2014. http://hdl.handle.net/2142/46735