Analytical model for the in-plane resistance of masonry walls retrofitted with steel fiber reinforced mortar coating. (15th January 2023)

• Record Type: Journal Article
• Authors: Facconi, Luca; Lucchini, Sara S.; Minelli, Fausto; Plizzari, Giovanni A.
• Is Part Of: Engineering structures. Volume 275(2023)Part B
• Publication Date: 2023-01-15
• Subjects: Masonry -- Steel Fiber Reinforced Mortar -- Coating -- Retrofitting -- In-plane resistance -- Analytical model -- Finite element analysis; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2022.115232
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Use of single Steel Fiber Reinforced Mortar (SFRM) overlays for strengthening either one or both sides of masonry walls. Proposal of a strut-and-tie model for predicting the in-plane shear resistance of walls strengthened with SFRM coating. Comparison of different failure mechanisms (i.e., diagonal shear failure, flexural failure, sliding shear) to get the minimum in-plane resistance of walls strengthened with SFRM coating. Validation of the proposed analytical model by comparison with the finite element simulations of 67 walls characterized by different geometrical properties and strengthening configurations. Detailed description of a worked example devoted to the step-by-step application of the proposed analytical model. Abstract: Recent experimental tests showed the ability of Steel Fiber Reinforced Mortar (SFRM) coating to significantly improve the in-plane resistance of masonry walls and buildings. International and national structural codes, such as the fib Model Code 2010 (MC2010) and the Italian building code (NTC2018), have introduced fiber reinforced cementitious composites as structural materials for designing structural elements. However, the use of these materials as jacketing of masonry buildings is currently not taken into considerations by any design guidelines as potential seismic retrofitting intervention. Besides the limited availability of experimental data, this gap in design recommendations is closely related to the lack of design equations able to provide the shear and flexural resistance of retrofitted masonry elements. The present work aims at filling this gap by proposing code-oriented formulations for calculating the in-plane lateral resistance of walls strengthened by SFRM overlays. The model has been mainly validated by comparison with the numerical results obtained from a comprehensive parametric study presented and described in the paper. Finally, an example is presented to show a practical application of the model.