Application Study of Shape Memory Alloy Deployment in the Rehabilitation of Heritage Masonry Buildings

It is beyond doubt that the dynamically modifying loading framework due to climate change and the difficulty in predicting natural hazards, such as earthquakes, reiterates the need for pursuing high-performance materials and enhanced structural systems that can address the vulnerability threat posed by ill-designed, abandoned, and damaged existing structures. In the case of heritage buildings, particularly those mostly consisting of unreinforced masonry, additional requirements such as reversibility, ease of inspection, less maintenance, and construction versatility increase the level of complexity toward adopting appropriate restoration strategies and identifying the most suitable retrofit scheme. Within this framework, the present work investigated the application of shape memory alloys (SMAs) in restoration, exploiting materials' ability to recover their initial geometry due to their shape memory or superelastic effect. For this study, nickel–titanium (Ni–Ti) and copper–aluminum–manganese (Cu–Al–Mn) retrofit schemes were applied to a characteristic architectural heritage building in Thessaloniki, Greece. Through numerical investigation and response spectrum analysis, the enhanced masonry seismic capacity was evaluated. Linear analysis showed primarily that retrofit-SMA options resulted in a maximum displacement reduction. Moreover, nonlinear pushover analysis showed a slight increase in capacity, with the Ni–Ti and Cu–Al–Mn restoration application competing with traditional steel, while dynamic time-history analysis revealed reduced residual displacements with the Ni–Ti scheme compared to steel. With respect to the effective deployment of these advanced materials for historical buildings’ preservation, the study produced results that can be valuable for practicing engineers in this special architectural and structural design field while constituting a basis for future more sophisticated examination and experimental validation.

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Publication Details

Journal
Journal of Architectural Engineering
Published
2025-04-09
DOI
https://doi.org/10.1061/jaeied.aeeng-1941
Citations
2
Primary Topic
Masonry and Concrete Structural Analysis
Type
article
Field-Weighted Citation Impact
1.91
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article

Application Study of Shape Memory Alloy Deployment in the Rehabilitation of Heritage Masonry Buildings

Evangelos Efthymiou, Maria I. Ntina
2 citations
Journal of Architectural Engineering
Masonry and Concrete Structural Analysis
1.91
article

Application Study of Shape Memory Alloy Deployment in the Rehabilitation of Heritage Masonry Buildings

Evangelos Efthymiou, Maria I. Ntina
article en
2 citations

Abstract

It is beyond doubt that the dynamically modifying loading framework due to climate change and the difficulty in predicting natural hazards, such as earthquakes, reiterates the need for pursuing high-performance materials and enhanced structural systems that can address the vulnerability threat posed by ill-designed, abandoned, and damaged existing structures. In the case of heritage buildings, particularly those mostly consisting of unreinforced masonry, additional requirements such as reversibility, ease of inspection, less maintenance, and construction versatility increase the level of complexity toward adopting appropriate restoration strategies and identifying the most suitable retrofit scheme. Within this framework, the present work investigated the application of shape memory alloys (SMAs) in restoration, exploiting materials' ability to recover their initial geometry due to their shape memory or superelastic effect. For this study, nickel–titanium (Ni–Ti) and copper–aluminum–manganese (Cu–Al–Mn) retrofit schemes were applied to a characteristic architectural heritage building in Thessaloniki, Greece. Through numerical investigation and response spectrum analysis, the enhanced masonry seismic capacity was evaluated. Linear analysis showed primarily that retrofit-SMA options resulted in a maximum displacement reduction. Moreover, nonlinear pushover analysis showed a slight increase in capacity, with the Ni–Ti and Cu–Al–Mn restoration application competing with traditional steel, while dynamic time-history analysis revealed reduced residual displacements with the Ni–Ti scheme compared to steel. With respect to the effective deployment of these advanced materials for historical buildings’ preservation, the study produced results that can be valuable for practicing engineers in this special architectural and structural design field while constituting a basis for future more sophisticated examination and experimental validation.

Journal of Architectural EngineeringVol. 31(2)
Aristotle University of Thessaloniki (GR)
Sustainable cities and communities
Openalex Percentile: Top 16%
Masonry and Concrete Structural Analysis
1.91
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