Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall

Structural health monitoring (SHM) is essential for preserving historical and modern infrastructure by tracking dynamic properties such as frequencies and mode shapes. Changes in these properties can indicate structural damage, but environmental factors like temperature can also cause similar variat...

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Main Authors: Daniele Pellegrini, Alberto Barontini, Nuno Mendes, Paulo B. Lourenço
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/24/23/7573
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author Daniele Pellegrini
Alberto Barontini
Nuno Mendes
Paulo B. Lourenço
author_facet Daniele Pellegrini
Alberto Barontini
Nuno Mendes
Paulo B. Lourenço
author_sort Daniele Pellegrini
collection DOAJ
description Structural health monitoring (SHM) is essential for preserving historical and modern infrastructure by tracking dynamic properties such as frequencies and mode shapes. Changes in these properties can indicate structural damage, but environmental factors like temperature can also cause similar variations, complicating damage detection. This study investigates from an experimental point of view the effect of temperature on the dynamic behaviour of masonry structures, focusing on a masonry wall subjected to thermal load variations within operational conditions. The experimental setup involved a masonry wall specimen tested at the Structural Laboratory of the University of Minho, Portugal. The mock-up was subjected to various boundary conditions and loading scenarios. The results showed that the natural frequencies of the masonry wall can be significantly influenced by temperature changes, variations strictly related to the boundary conditions and the stress acting on the mock-up. In contrast, mode shapes seem not to be affected by temperature variations. This study provides valuable insights into the temperature-induced variations in the dynamic properties of masonry structures, emphasising the need to consider environmental effects in SHM applications. By filtering out these environmental influences, more accurate damage detection and proactive maintenance strategies can be developed, enhancing the safety and longevity of both historical and modern structures.
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spelling doaj-art-614eca956a8640baa3d3944244ab5cbf2024-12-13T16:31:59ZengMDPI AGSensors1424-82202024-11-012423757310.3390/s24237573Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry WallDaniele Pellegrini0Alberto Barontini1Nuno Mendes2Paulo B. Lourenço3Institute of Information Science and Technologies “A. Faedo”, ISTI–CNR, 56124 Pisa, ItalyISISE, ARISE, Department of Civil Engineering, University of Minho, 4800-058 Guimarães, PortugalISISE, ARISE, Department of Civil Engineering, University of Minho, 4800-058 Guimarães, PortugalISISE, ARISE, Department of Civil Engineering, University of Minho, 4800-058 Guimarães, PortugalStructural health monitoring (SHM) is essential for preserving historical and modern infrastructure by tracking dynamic properties such as frequencies and mode shapes. Changes in these properties can indicate structural damage, but environmental factors like temperature can also cause similar variations, complicating damage detection. This study investigates from an experimental point of view the effect of temperature on the dynamic behaviour of masonry structures, focusing on a masonry wall subjected to thermal load variations within operational conditions. The experimental setup involved a masonry wall specimen tested at the Structural Laboratory of the University of Minho, Portugal. The mock-up was subjected to various boundary conditions and loading scenarios. The results showed that the natural frequencies of the masonry wall can be significantly influenced by temperature changes, variations strictly related to the boundary conditions and the stress acting on the mock-up. In contrast, mode shapes seem not to be affected by temperature variations. This study provides valuable insights into the temperature-induced variations in the dynamic properties of masonry structures, emphasising the need to consider environmental effects in SHM applications. By filtering out these environmental influences, more accurate damage detection and proactive maintenance strategies can be developed, enhancing the safety and longevity of both historical and modern structures.https://www.mdpi.com/1424-8220/24/23/7573masonry structuresdynamic propertiesthermal loadstemperature variationsstructural health monitoring
spellingShingle Daniele Pellegrini
Alberto Barontini
Nuno Mendes
Paulo B. Lourenço
Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall
Sensors
masonry structures
dynamic properties
thermal loads
temperature variations
structural health monitoring
title Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall
title_full Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall
title_fullStr Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall
title_full_unstemmed Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall
title_short Dynamic Response of Masonry Structures to Temperature Variations: Experimental Investigation of a Brick Masonry Wall
title_sort dynamic response of masonry structures to temperature variations experimental investigation of a brick masonry wall
topic masonry structures
dynamic properties
thermal loads
temperature variations
structural health monitoring
url https://www.mdpi.com/1424-8220/24/23/7573
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AT nunomendes dynamicresponseofmasonrystructurestotemperaturevariationsexperimentalinvestigationofabrickmasonrywall
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