Please use this identifier to cite or link to this item:
|Title:||Strengthening of masonry walls using hybrid-fiber engineered cementitious composite|
Fiber-reinforced cementitious composites
|Citation:||Lin, V.W.J., Quek, S.T., Nguyen, M.P., Maalej, M. (2010-04). Strengthening of masonry walls using hybrid-fiber engineered cementitious composite. Journal of Composite Materials 44 (8) : 1007-1029. ScholarBank@NUS Repository. https://doi.org/10.1177/0021998309346186|
|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. © SAGE Publications 2010.|
|Source Title:||Journal of Composite Materials|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Nov 9, 2018
WEB OF SCIENCETM
checked on Oct 31, 2018
checked on Nov 3, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.