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|Title:||Strengthening of masonry walls using hybrid-fiber engineered cementitious composite||Authors:||Lin, V. W. J.
Quek, S. T.
Nguyen, Minh Phuong
|Keywords:||DRNTU::Engineering::Materials::Composite materials||Issue Date:||2010||Source:||Lin, V. W. J., Quek, S. T., Nguyen, M. P., & Maalej, M. (2010). Strengthening of masonry walls using hybrid-fiber engineered cementitious composite. Journal of composite materials, 44(8), 1007-1029.||Series/Report no.:||Journal of composite materials||Abstract:||In this article, the experimental results of hybrid-fiber engineered cementitious composite (HFECC)-strengthened masonry walls subjected to quasi-static out-of-plane loadings are reported. The aim is to assess the extent to which HFECC-strengthening systems can improve the out-of-plane resistance of unreinforced masonry walls. A total of 12 masonry panels were fabricated and tested in the laboratory under both patch load and uniformly distributed load. Test results showed significant improvement of HFECC-strengthened masonry wall’s performance against out-of-plane loadings. To provide design aid for such HFECC-strengthened masonry walls, simplified theoretical models were also developed to predict its out-of-plane ultimate load-carrying capacities based on the observed failure mechanisms. The theoretically predicted values compared favorably with experimental data.||URI:||https://hdl.handle.net/10356/100657
|DOI:||10.1177/0021998309346186||Rights:||© 2010 The Authors. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Composite Materials, SAGE Publications. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [http://dx.doi.org/10.1177/0021998309346186].||Fulltext Permission:||open||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Journal Articles|
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