Cyclic Behavior of Masonry Shear Walls Retrofitted with Engineered Cementitious Composite and Pseudoelastic Shape Memory Alloy

Alireza Tabrizikahou; Ehsan Noroozinejad; Mieczysław Kuczma; Magdalena Łasecka-Plura

doi:10.3390/s22020511

Cyclic Behavior of Masonry Shear Walls Retrofitted with Engineered Cementitious Composite and Pseudoelastic Shape Memory Alloy

Abstrakt

The behavior of masonry shear walls reinforced with pseudoelastic Ni–Ti shape memory alloy (SMA) strips and engineered cementitious composite (ECC) sheets is the main focus of this paper. The walls were subjected to quasi-static cyclic in-plane loads and evaluated by using Abaqus. Eight cases of strengthening of masonry walls were investigated. Three masonry walls were strengthened with different thicknesses of ECC sheets using epoxy as adhesion, three walls were reinforced with different thicknesses of Ni–Ti strips in a cross form bonded to both the surfaces of the wall, and one was utilized as a reference wall without any reinforcing element. The final concept was a hybrid of strengthening methods in which the Ni–Ti strips were embedded in ECC sheets. The effect of mesh density on analytical outcomes is also discussed. A parameterized analysis was conducted to examine the influence of various variables such as the thickness of the Ni–Ti strips and that of ECC sheets. The results show that using the ECC sheet in combination with pseudoelastic Ni–Ti SMA strips enhances the energy absorption capacity and stiffness of masonry walls, demonstrating its efficacy as a reinforcing method.

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Autorzy (4)

Alireza Tabrizikahou Master of Science
Ehsan Noroozinejad
Mieczysław Kuczma
Magdalena Łasecka-Plura

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Informacje szczegółowe

Kategoria:: Publikacja w czasopiśmie
Typ:: Publikacja w czasopiśmie
Opublikowano w:: SENSORS nr 22, wydanie 2,
ISSN: 1424-8220
ISSN:: 1424-8220
Rok wydania:: 2022
DOI:: Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.3390/s22020511
Weryfikacja:: Brak weryfikacji