Experimental study on recovery stress losses in Fe-SMA rebars under semi-cyclic loads considering different activation temperatures and multiple activations

Iron-based Shape Memory Alloys (Fe-SMAs) offer a promising and cost-effective solution for strengthening existing concrete structures. When heated to temperatures of 160 °C or higher and subsequently cooled while properly anchored, Fe-SMA bars generate recovery stresses through the Shape Memory Effect (SME), allowing them to function as prestressing elements. However, recent research has shown that Fe-SMA rebars can experience a reduction in recovery stress when subjected to semi-cyclic loading. These loading conditions, which do not involve reversals between tension and compression, may reflect the effects of different types of live loads. This study presents an experimental campaign aimed at quantifying recovery stress losses under semi-cyclic loading. The results indicate that Fe-SMA bars are highly sensitive to semi-cyclic loading, with complete recovery stress loss occurring even at moderate strain levels. However, it was also observed that successive activations can restore the initial recovery stresses, highlighting the potential of multiple activations as a viable strategy for maintaining long-term performance under service conditions. • Iron-based SMA rebars of different diameters and manufacturing dates were characterized. • Recovery stresses generated at activation are lost under significant semi-cyclic loading. • Stress losses in Fe-SMA rebars may reduce their effectiveness in concrete strengthening. • Higher activation temperatures slightly reduce the magnitude of stress losses. • Multiple activations can help mitigate recovery stress losses in Fe-SMA rebars.

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Publication Details

Journal
Construction and Building Materials
Published
2025-09-23
DOI
https://doi.org/10.1016/j.conbuildmat.2025.143696
Citations
2
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
2.01
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article

Experimental study on recovery stress losses in Fe-SMA rebars under semi-cyclic loads considering different activation temperatures and multiple activations

Sandra del-Río-Bonnín, Joaquín G. Ruiz-Pinilla, Antoni Cladera, A.A. Mir
2 citations
Construction and Building Materials
Structural Behavior of Reinforced Concrete
2.01
article

Experimental study on recovery stress losses in Fe-SMA rebars under semi-cyclic loads considering different activation temperatures and multiple activations

Sandra del-Río-Bonnín, Joaquín G. Ruiz-Pinilla, Antoni Cladera, A.A. Mir
article en
2 citations

Abstract

Iron-based Shape Memory Alloys (Fe-SMAs) offer a promising and cost-effective solution for strengthening existing concrete structures. When heated to temperatures of 160 °C or higher and subsequently cooled while properly anchored, Fe-SMA bars generate recovery stresses through the Shape Memory Effect (SME), allowing them to function as prestressing elements. However, recent research has shown that Fe-SMA rebars can experience a reduction in recovery stress when subjected to semi-cyclic loading. These loading conditions, which do not involve reversals between tension and compression, may reflect the effects of different types of live loads. This study presents an experimental campaign aimed at quantifying recovery stress losses under semi-cyclic loading. The results indicate that Fe-SMA bars are highly sensitive to semi-cyclic loading, with complete recovery stress loss occurring even at moderate strain levels. However, it was also observed that successive activations can restore the initial recovery stresses, highlighting the potential of multiple activations as a viable strategy for maintaining long-term performance under service conditions. • Iron-based SMA rebars of different diameters and manufacturing dates were characterized. • Recovery stresses generated at activation are lost under significant semi-cyclic loading. • Stress losses in Fe-SMA rebars may reduce their effectiveness in concrete strengthening. • Higher activation temperatures slightly reduce the magnitude of stress losses. • Multiple activations can help mitigate recovery stress losses in Fe-SMA rebars.

Construction and Building MaterialsVol. 495
Universitat de les Illes Balears (ES)
Openalex Percentile: Top 12%
Structural Behavior of Reinforced Concrete
2.01
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