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摘要
This paper presents the details of the flexural behaviour of self-compacting concrete (SCC) ferrocement fiber reinforced slab panels. A total of 24 slabs have been tested under flexural loading. The size of the slab is 700 mm (length) x 300 mm (width) x 25 mm and 30 mm (thickness). The parameters studied in this investigationinclude the fiber content, number of weld mesh layers thickness of ferrocement slabs. Test procedures for self compacting (SCC) have been explained in brief and all the tests have been performed as per EFNARC. From the studies, it is observed that the load carrying capacities, energy absorption, deformation at ultimate load are highin the case of SCC ferrocement hybrid polypropylene fibers. Further, it is observed that there is reduction in crack width and increase in number of cracks in the case of SCC ferrocement hybrid polypropylene fibers indicates delay in crack growth.
- 出版日期2012
