An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods
Complex, high-rate dynamic structures, such as hypersonic air vehicles, space structures, and weapon systems, require structural health monitoring (SHM) methods that can detect and characterize damage or a change in the system’s configuration on the order of microseconds. While high-rate SHM methods...
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Hindawi Limited
2018-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2018/3827463 |
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doaj-9c5f25a70e6749e699f0b8ff1c16e6132020-11-24T22:36:05ZengHindawi LimitedShock and Vibration1070-96221875-92032018-01-01201810.1155/2018/38274633827463An Experimental Test Bed for Developing High-Rate Structural Health Monitoring MethodsBryan Joyce0Jacob Dodson1Simon Laflamme2Jonathan Hong3Energy Technologies and Materials Division, University of Dayton Research Institute, Eglin AFB, FL 32542, USAAir Force Research Laboratory (AFRL/RWMF), Eglin AFB, FL 32542, USADepartment of Civil, Construction, and Environmental Engineering, Iowa State University, Ames, IA 50011, USAApplied Research Associates, Emerald Coast Division, Niceville, FL 32578, USAComplex, high-rate dynamic structures, such as hypersonic air vehicles, space structures, and weapon systems, require structural health monitoring (SHM) methods that can detect and characterize damage or a change in the system’s configuration on the order of microseconds. While high-rate SHM methods are an area of current research, there are no benchmark experiments for validating these algorithms. This paper outlines the design of an experimental test bed with user-selectable parameters that can change rapidly during the system’s response to external forces. The test bed consists of a cantilever beam with electronically detachable added masses and roller constrains that move along the beam. Both controllable system changes can simulate system damage. Experimental results from the test bed are shown in both fixed and changing configurations. A sliding mode observer with a recursive least squares parameter estimator is demonstrated that can track the system’s states and changes in its first natural frequency.http://dx.doi.org/10.1155/2018/3827463 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Bryan Joyce Jacob Dodson Simon Laflamme Jonathan Hong |
spellingShingle |
Bryan Joyce Jacob Dodson Simon Laflamme Jonathan Hong An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods Shock and Vibration |
author_facet |
Bryan Joyce Jacob Dodson Simon Laflamme Jonathan Hong |
author_sort |
Bryan Joyce |
title |
An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods |
title_short |
An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods |
title_full |
An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods |
title_fullStr |
An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods |
title_full_unstemmed |
An Experimental Test Bed for Developing High-Rate Structural Health Monitoring Methods |
title_sort |
experimental test bed for developing high-rate structural health monitoring methods |
publisher |
Hindawi Limited |
series |
Shock and Vibration |
issn |
1070-9622 1875-9203 |
publishDate |
2018-01-01 |
description |
Complex, high-rate dynamic structures, such as hypersonic air vehicles, space structures, and weapon systems, require structural health monitoring (SHM) methods that can detect and characterize damage or a change in the system’s configuration on the order of microseconds. While high-rate SHM methods are an area of current research, there are no benchmark experiments for validating these algorithms. This paper outlines the design of an experimental test bed with user-selectable parameters that can change rapidly during the system’s response to external forces. The test bed consists of a cantilever beam with electronically detachable added masses and roller constrains that move along the beam. Both controllable system changes can simulate system damage. Experimental results from the test bed are shown in both fixed and changing configurations. A sliding mode observer with a recursive least squares parameter estimator is demonstrated that can track the system’s states and changes in its first natural frequency. |
url |
http://dx.doi.org/10.1155/2018/3827463 |
work_keys_str_mv |
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