An Experimental Investigation of Flexural Behaviour of Ferrocement Box Beams Using Micro Fillers

2020 ◽  
pp. 87-96
Author(s):  
K. Ramakrishnan ◽  
D. Muthu ◽  
S. Viveka
Keyword(s):  
Experimental Investigation ◽  
Flexural Behaviour ◽  
Box Beams ◽  
Micro Fillers

scholarly journals On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation

2015 ◽  
Vol 131 ◽  
pp. 55-65 ◽  
Author(s):  
Francesco Ascione ◽  
Geminiano Mancusi ◽  
Saverio Spadea ◽  
Marco Lamberti ◽  
Fréderic Lebon ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
Flexural Behaviour

scholarly journals Experimental investigation on Ferrocement slab using partial replacement of cement by ceramic powder

2021 ◽  
Vol 2070 (1) ◽  
pp. 012195
Author(s):  
R G Dhilip Kumar ◽  
Binu Sukumar ◽  
A Hemamathi ◽  
P Ram Shankar ◽  
Sharanya Balki
Keyword(s):  
Experimental Investigation ◽  
Compressive Strength ◽  
Cement Mortar ◽  
Ceramic Powder ◽  
Single Layer ◽  
Wire Mesh ◽  
The Other ◽  
Partial Replacement ◽  
Flexural Behaviour ◽  
Mix Proportion

Abstract In this study, flexural behaviour of the Ferrocement panels of size 500 mm x 500 mm x 50 mm with partial replacement of ceramic powder under monotonic loading is observed. All the Ferrocement panels were casted with cement mortar of mix proportion 1:4 with w/c ratio of 0.45 and all the specimens were casted with single layer of galvanized welded wire mesh of 2mm diameter with mesh opening of 12.5 mm x 12.5 mm. The ceramic powder is administered at various percentage replacement of cement by weight and the adopted variations are 0%, 5%, 10% and 15%. Compressive strength of the mortar mix for all the different ratios of ceramic powder was carried out and the results were discussed. It can be concluded that the Panel with 10% replacement of ceramic powder offers appreciable results than the other panels.

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