Marie Brons October 17 2023: Difference between revisions
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{{DISPLAYTITLE:Vibration-based Estimation of Tension and Boundary Stiffness in Bolts and Bolted Structures Using Added Mass | {{DISPLAYTITLE:Vibration-based Estimation of Tension and Boundary Stiffness in Bolts and Bolted Structures Using Added Mass Marie Brøns, October 2023}} | ||
==Vibration-based Estimation of Tension and Boundary Stiffness in Bolts and Bolted Structures Using Added Mass == | ==Vibration-based Estimation of Tension and Boundary Stiffness in Bolts and Bolted Structures Using Added Mass == | ||
Marie Brøns | |||
Denmark Technical University | Denmark Technical University | ||
Latest revision as of 07:25, 19 October 2023
Vibration-based Estimation of Tension and Boundary Stiffness in Bolts and Bolted Structures Using Added Mass
Marie Brøns
Denmark Technical University
October 17, 2023
Abstract:
Can we use measured vibration responses to estimate unknown parameters in bolts and bolted structures? That is the pivot of this seminar.
In the first part, we will discuss a method for estimating bolt tension from transverse vibrations, thus, how to evaluate the pretension just by giving a bolt a knock with a hammer. The principle is simple: by hitting the bolt twice. By the second time, a small known mass is added to the end of the bolt, e.g., an extra nut. By doing so, an independent measurement is obtained without introducing more unknown parameters. Combining the two measurements and using classical parameter estimation techniques can provide very accurate pretension estimates. A tool like this is especially of interest to the wind turbine industry. A single turbine tower is held together by tens of thousands of bolts, and it is a considerable issue how to control and ensure the correct bolt tension in a swift, cost-efficient, and accurate manner. Turbine bolts are also extremely large and non-slender, which introduces additional challenges we will address during the seminar.
In the second part, we build on the added mass principle and consider how to expand the concept of estimating joint parameters in a more general sense. When two parts are connected, the connection is rarely rigid. This connection can sometimes be represented by a set of flexible springs. As for the bolts, we will discuss the potential in estimating joint spring stiffness using added mass, but this time by considering a bolted structure as a set of substructures and introducing frequency-based substructuring.
Biography:
Marie Brøns is a postdoctoral fellow at the Technical University of Denmark, where she also obtained her Ph.D in 2020. In 2021, she received a three-year VILLUM fellowship for her project on Dynamic Disturbance Substructuring—a project on developing new methods for identifying dynamic parameters in jointed structures. As part of this project, she spent 1.5 years at the Technical University of Munich at the Chair of Applied Mechanics. She recently returned to Denmark to continue her research from there.
Her research activities often focus on solving problems in real applications such as wind turbines or other large engineering structures. In addition, Marie has a particular interest in the broader dissemination of technical science. For her Ph.D. work, she was selected as a finalist in the Danish competition “Ph.D. Cup 2021”: A nationally broadcasted television show on popular dissemination of science, and she’s also written several popular science pieces for Danish media.
Video Presentation