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Static and Dynamic Strain Measurements using Sensing Sheets for Damage Detection

 Static and Dynamic Strain Measurements using Sensing Sheets for Damage Detection
Autor(en): , , , ,
Beitrag für IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, veröffentlicht in , S. 390-396
DOI: 10.2749/newyork.2019.0390
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Damage detection in structures is an important part of structural health monitoring (SHM). Two approaches for detecting damages are indirect and direct sensing. Indirect sensing uses sparse array o...
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Bibliografische Angaben

Autor(en): (Princeton University)
(Princeton University)
(Princeton University)
(Princeton University)
(Princeton University)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Veröffentlicht in:
Seite(n): 390-396 Anzahl der Seiten (im PDF): 7
Seite(n): 390-396
Anzahl der Seiten (im PDF): 7
DOI: 10.2749/newyork.2019.0390
Abstrakt:

Damage detection in structures is an important part of structural health monitoring (SHM). Two approaches for detecting damages are indirect and direct sensing. Indirect sensing uses sparse array of sensors and complex algorithms to determine the extent and localization of damage. Crack initiation can best be captured with direct sensing as it provides resolved information about the anomalous behavior near cracks. Direct sensing, however, is expensive because of the need to install a large array of densely packed sensors. A novel solution developed recently is the use of two-dimensional sensing sheets designed to cover large areas of structures. Such sheets are based on large area electronics (LAE) with flexible thin film resistive strain sensors embedded in polyimide substrate along with the relevant electronics. This paper explores the use of sensing sheets for damage detection using static and dynamic measurement. Laboratory testing on aluminum beam is used to demonstrate the performance of these sheets in idealized conditions. Sensing sheets employed on a pedestrian bridge are used to evaluate their performance in real life condition where the strains measurements are compared with the fiber-optic sensors already present on the bridge. Finally, sources of measurement errors and limitations are discussed.

Stichwörter:
Risserkennung dynamische Messungen