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

Sensors

Ehsan Noroozinejad Farsangi¹  Alireza Tabrizikahou²  Mieczysław Kuczma²  Magdalena Łasecka-Plura³ 

[1] Faculty of Civil and Surveying Engineering, Graduate University of Advanced Technology, Kerman 7631818356, Iran;Institute of Building Engineering, Poznan University of Technology, Piotrowo 5, 60-965 Poznan, Poland;Institute of Structural Analysis, Poznan University of Technology, Piotrowo 5, 60-965 Poznan, Poland;

关键词: masonry wall;    retrofitting;    engineered cementitious composite;    shape memory alloy;    numerical analysis;    Abaqus;   

DOI  :  10.3390/s22020511

来源: DOAJ

【 摘 要 】

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.

【 授权许可】

Unknown