Engineered cementitious composites for effective strengthening of unreinforced masonry walls

• DOI: 10.1016/j.engstruct.2010.04.017
• Publication Date: 2010-05-08T04:31:32Z
• Authors: M. Maalej; V.W.J. Lin; M.P. Nguyen; S.T. Quek
• Keywords: 690; 0211 other engineering and technologies; Engineered cementitious composites; 02 engineering and technology; 620; Out-of-plane loading; Impact; :Engineering::Civil engineering::Structures and design [DRNTU]; Strengthening; DRNTU::Engineering::Civil engineering::Structures and design; Ultimate capacity; Masonry; Ductility

In this paper, a total of 18 masonry wall panels were tested under both quasi-static and dynamic loadings to assess the extent to which a cementitious-based material known as Engineered Cementitious Composite (ECC) can enhance the out-of-plane resistance of unreinforced masonry (URM) walls. The masonry wall panels, which were retrofitted with an ultra-ductile hybrid-fiber ECC, were subjected to three types of load patterns, namely, patch load, uniformly-distributed load and low-velocity projectile impact. The results obtained from the above tests showed that the proposed ECC-strengthening systems are effective in increasing the ultimate load-carrying capacity of URM walls, improving their ductility, enhancing their resistance against multiple low-velocity impacts and preventing sudden and therefore catastrophic failure.