Damage detection and monitoring in heritage masonry structures: Systematic review

Soleymani, Atefeh; Jahangir, Hashem; Nehdi, Moncef L.

doi:10.1016/j.conbuildmat.2023.132402

Cited by 26 publications

(8 citation statements)

References 141 publications

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“…Several studies have been carried out around the application of SHM on different structural systems, including steel and concrete [94,95], composite [96][97][98], masonry [99,100], timber [63,101], etc. However, due to its recent application, the age of SHM to assess the structural elements composed of glass is not profound.…”

Section: Applicationsmentioning

confidence: 99%

An overview of technological advancements in the application of structural health monitoring on glass elements

Ahani,

Zhang,

Wang

et al. 2024

Meas. Sci. Technol.

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The concepts behind employing structural health monitoring (SHM) to the glass structures are in their early stages. While limited information by the application of SHM on glass-made elements could obtain through the literature, recent technological advances enrich the state of the art around the glass elements. As yet because of the novelty in both using SHM and the application of LGs for structural purposes, the historical background around the application of SHM on glass elements doesn't exceed 20 years, and the novelty of the concepts around the LGs may be even more. With this in mind, the demanded assessments have to be incept from the very basis of both the glass and SHM sciences to place the stepping stones of the fundamental stage, which would be a platform for the extending evaluations of glass elements at higher levels. This study is an endeavor to bring forward the available approaches for elaborating SHM on structural elements composed of glass with an emphasis on glass façades. According to the outcomes, the requirement for early detection due to its brittle content proffers structural health monitoring as the limited available alternatives for damage detection of the systems composed of it.

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Section: Applicationsmentioning

confidence: 99%

An overview of technological advancements in the application of structural health monitoring on glass elements

Ahani,

Zhang,

Wang

et al. 2024

Meas. Sci. Technol.

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“…Past experience and recent technological advancements have demonstrated the effectiveness of a holistic approach for the assessment, restoration, management, and safeguarding of CH [1][2][3]. Such a holistic approach is based on (a) a systematic spatial and temporal documentation of CH assets utilizing state-of-the-art techniques and three-dimensional management and analysis of data [4][5][6][7][8][9][10][11][12][13][14][15][16]; (b) multi-modal assessment of the state of preservation of the CH assets [2,[17][18][19][20]; (c) diagnosis of the environmental and human-induced decay/damage phenomena and analysis of risks and hazards [2,[21][22][23][24][25][26]; (d) systematic design of effective and compatible interventions utilizing innovative materials and techniques, based on scientific findings and analyses [1,2,27]; (e) application of compatible materials and implementation of designed interventions in conjunction with in situ, realtime assessment [2] to evaluate their effectiveness [28,29] and adjust the works as required; and (f) monitoring of critical parameters of the CH asset to ensure its sustainability and preservation of its values [26,30]. This approach regards a wide range of activities, among which those addressing the structural integrity, stability, and performance of the CH asset are the most common and important.…”

Section: Introductionmentioning

confidence: 99%

Enhanced Documentation and Evaluation of Grouting Process, through the Fusion of Non-Destructive Testing and Evaluation Information—The Case Study of the Katholikon of the Monastery of Panagia Varnakova

Roumeliotis,

Lampropoulos,

Delegou

et al. 2024

Buildings

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The restoration of historic buildings and structures involves a wide range of scientific and technical fields. The grouting process is among an array of rehabilitation and preservation interventions and aims to homogenize the structure after the implementation of strengthening measures. The process can provide important information regarding the state of preservation of the examined structure and correlate the progress of the process with the pathology of the monument. To achieve this, the analysis of typical raw grouting data is progressively fused with additional information from the diagnostic studies, non-destructive testing, geospatial information, and from the calculation and analysis of grouting indices. The restoration project of the Katholikon of the Monastery of Panagia Varnakova in Fokida, Greece was selected as the case study, due to its large scale and the severe earthquake damage it has sustained, which has necessitated comprehensive strengthening interventions and extensive grouting. The implementation of an integrated methodological approach validated the enhanced level of co-analysis, revealing information that is not readily deduced from a typical approach. Selected sub-areas of the Katholikon are presented, demonstrating how the observed pathology can be correlated with the results of the grouting process, while incorporating 3D data, and findings from structural and non-destructive analyses.

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“…Most active arch bridges are masonry arch structures. Due to the complex internal force distribution of masonry structures and the discrete mechanical characteristics of masonry materials [22], there are few reports on the application of damage identification [23]. Therefore, the damage identification method for hingeless arches based on an analytical solution of the deflection influence line is proposed in this paper.…”

Section: Introductionmentioning

confidence: 99%

Research on Damage Identification of Arch Bridges Based on Deflection Influence Line Analytical Theory

Zhou,

Li,

Shi

et al. 2023

Buildings

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There is no analytical solution to the deflection influence line of catenary hingeless arches nor an explicit solution to the deflection influence line difference curvature of variable section hingeless arches. Based on the force method equation, a deflection influence line analytical solution at any location before and after structural damage is obtained, and then an explicit solution of the deflection influence line difference curvature of the structural damage is obtained. The indexes suitable for arch structure damage identification are presented. Based on analytical theory and a finite element model, the feasibility of identifying damage at a single location and multiple locations of an arch bridge is verified. This research shows that when a moving load acts on a damaged area of an arch structure, the curvature of the deflection influence line difference will mutate, which proves theoretically that the deflection influence line difference curvature can be used for the damage identification of hingeless arch structures. This research has provided theoretical support for hingeless arch bridge design and evaluation. Combined with existing bridge monitoring methods, the new bridge damage identification method proposed in this paper has the potential to realize normal health status assessments of existing arch bridges in the future.

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Damage detection and monitoring in heritage masonry structures: Systematic review

Cited by 26 publications

References 141 publications

An overview of technological advancements in the application of structural health monitoring on glass elements

An overview of technological advancements in the application of structural health monitoring on glass elements

Enhanced Documentation and Evaluation of Grouting Process, through the Fusion of Non-Destructive Testing and Evaluation Information—The Case Study of the Katholikon of the Monastery of Panagia Varnakova

Research on Damage Identification of Arch Bridges Based on Deflection Influence Line Analytical Theory

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