期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2016
卷号：5
期号：12
页码：21101
DOI：10.15680/IJIRSET.2016.0512036
出版社：S&S Publications
摘要：The present study portrays the after effects of testing level ferrocement boards fortified with variousnumber of wire work layers. The principle target of this work is to think about the impact of utilizing diverse no of wirework layers on the flexural quality of level ferrocement boards and to look at the impact of fluctuating the no of wirework layers and utilization of steel strands on a definitive quality and flexibility of ferrocement chunk boards. The noof layers utilized are one, two and three. Section boards of size (900*200) with thickness 25 mm, 50 mm, 75 mm arestrengthened with welded square work with changing no of layers of work. Boards were threw with mortar of blendextent (1:2) and water concrete proportion (0.40). Boards were tried under two point stacking framework in UTMmachine subsequent to curing time of 28 days. Test result demonstrates that boards with all the more no of layersshows more noteworthy flexural quality and less redirection as that contrasted and boards having less no of layers ofwork.
关键词：Ferro-cement;Wire-Mesh; Flexure; Modulus of Elasticity; Ductility; Layers; Panels
