Date of Award

2025

Document Type

Thesis

Degree Name

Master of Science in Engineering (MSE)

Department

Mechanical Engineering

Committee Chair

Nathan Spulak

Committee Member

Babak Shotorban

Committee Member

Robert Lowe

Research Advisor

Nathan Spulak

Subject(s)

Materials--Mechanical properties--Testing--Methods, Strains and stresses--Measurement, Constitutive model free testing

Abstract

Advances in imaging techniques allow for the determination of full-field displacements and strains during materials testing. However, most analysis techniques rely on strain gages and virtual extensometers instead of utilizing all available full-field data. Those methods that do utilize the full-field strain and displacement measurements, such as Finite Element Model Updating and the Virtual Fields Method, must also rely on a user-defined constitutive material models to relate the stresses and strains. While these methods can provide accurate full-field stresses and insights into complex material behavior in some cases, they are constrained by the fact that they require a pre-selected constitutive model. If the chosen constitutive model is ill-suited for describing the actual material behavior, the resulting stress field derived from the above analyses will be inaccurate. Therefore, the feasibility of developing a new solver method to determine full-field stresses without the use of stress vs. strain constitutive equations is investigated, through the application of basic physics principles and common-sense constraints. Different constitutive-model free solving methods are developed, and evaluated using simulated full-field displacements and strains generated from the finite element analysis software LS-DYNA as input data in order to solve for the full-field stresses. The theoretical full-field stresses from finite element analysis are then compared against the predicted stress fields from each solver to assess the accuracy and feasibility of different methods. The solver method is able to solve simple square specimens under elastic-plastic loading correctly for their full-field stresses. Additionally, it can solve for the full-field stresses of a square specimen with a varying Young’s modulus. However, specimens with more complex geometry are not able to be solved correctly. The applied physics principles and assumptions are reasonable for the complex specimens, but their implementation leads to trivial solutions.

Share

COinS
 
 

To view the content in your browser, please download Adobe Reader or, alternately,
you may Download the file to your hard drive.

NOTE: The latest versions of Adobe Reader do not support viewing PDF files within Firefox on Mac OS and if you are using a modern (Intel) Mac, there is no official plugin for viewing PDF files within the browser window.