Strengthening of unreinforced masonry walls against out-of-plane loads using carbon textile reinforced mortar optimized by short PVA fibers. (15th January 2021)

• Record Type: Journal Article
• Authors: Dong, Zhifang; Deng, Mingke; Zhang, Yangxi; Ma, Ping
• Is Part Of: Engineering structures. Volume 227(2021)
• Publication Date: 2021-01-15
• Subjects: Carbon textile reinforced mortar -- Short fibers -- Masonry walls -- Out-of-plane strengthening -- Failure mode -- Ductility; 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.2020.111433
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Short PVA fibers were added in matrix to optimize the mechanical property of TRM composite. Masonry walls strengthened with optimized TRM were tested to study out-of-plane behaviors. Optimized TRM can significantly improve the deformation and bearing capacity of specimens. An analytical model related the failure mode of specimens is proposed to predict the capacity. Abstract: Textile reinforced mortar (TRM) is a potential substitute for fiber reinforced polymer (FRP) and exhibits multi-cracking and strain-hardening behaviors under tensile loads. In this work, short polyvinyl alcohol (PVA) fibers were added into the TRM matrix to improve the toughness of matrix and serviceability of the composite. The effectiveness of the optimized TRM composite on strengthening masonry walls against out-of-plane loads was studied through 10 groups of unreinforced masonry (URM) walls, including 3 groups of reference specimens and 7 groups of TRM-strengthened specimens. The effects of textile reinforcing ratio, masonry strength and wall thickness on the deflections and bearing capacity were analyzed in this work. The failure mode, load–deflection response, ductility factor and energy absorbed capacity of specimens under out-of-plane loads are presented in the paper. The experimental results show that the optimized TRM composite can significantly improve the out-of-plane deformation and bearing capacity of masonry walls. Finally, the analytical models associated with the flexural and shear failures are proposed to predict the out-of-plane bearing capacity.