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EXPERIMENTAL INVESTIGATION OF FERROCEMENT SLAB PANELS USING SQUARE METAL MESH

DEOKAR A. H, KORAKE A. A.

Abstract


The ongoing assessment depicts the outcomes of testing level ferrocement sheets upheld with different quantities of wire network layer and assortment in board thickness. The essential objective of these exploratory tests is to consider the effect of using different amounts of wire network Layers and thickness minor takeoff from the flexural strength of stage ferrocement discussions and to concentrate on the impact of fluctuating the amount of twine local area layers on the malleability and a conclusive force of this type of Ferrocement structure. In this assessment, all of the models were parceled into four social events to explore the strength and lead of ferrocement level sheets presented to two-point stacking. 24 ferrocement added substances have been built and endeavored. 24 ferrocement components were built and tried. The pre-owned number of wire network layers is single, two, three and four layers; additionally, thicknesses of boards are 30mm and 40mm.


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References


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Chee Ban Cheah,Mahyuddin Ramli “Load capacity and crack development characteristics of HCWA–DSF high strength mortar ferrocement panels inflexure”construction and building material 36 (2012).[3]


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