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Modeling Tensile Strength of Concrete on Partial Replacement of Cement and Sand with Quarry Dust Ground Granulated Blast Furnace and Slag Silica Fumes

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Modeling Tensile Strength of Concrete on Partial Replacement of Cement and Sand with Quarry Dust Ground Granulated Blast Furnace and Slag Silica Fumes DOI: https://doi.org/10.30564/jbms.v3i1.2949 Abstract Tensile strength of concrete were examined on its partial replacement of cement and sand using ground granulated blast furnace and quarry dust, the study examines its behaviour at different dimensions, this is to monitor the variation effect of these parameters on the growth rates of tensile to the optimum curing age, these includes  non linear  conditions of tensile state,  non-elastic and its brittle behaviour at all times as it express  zero conditions in tension, this means that it has the ability to with stand pull force, it also reflect its weak ability to handle shear stress thus tends to cause deformation in material as it has poor elasticity. The reflection of its brittle influence the rate of tensile behaviour from concrete ductility, these are known to be...

Modeling Tensile Strength of Concrete on Partial Replacement of Cement and Sand with Quarry Dust Ground Granulated Blast Furnace and Slag Silica Fumes

Image
Modeling Tensile Strength of Concrete on Partial Replacement of Cement and Sand with Quarry Dust Ground Granulated Blast Furnace and Slag Silica Fumes DOI:  https://doi.org/10.30564/jbms.v3i1.2949 Abstract Tensile strength of concrete were examined on its partial replacement of cement and sand using ground granulated blast furnace and quarry dust, the study examines its behaviour at different dimensions, this is to monitor the variation effect of these parameters on the growth rates of tensile to the optimum curing age, these includes  non linear  conditions of tensile state,  non-elastic and its brittle behaviour at all times as it express  zero conditions in tension, this means that it has the ability to with stand pull force, it also reflect its weak ability to handle shear stress thus tends to cause deformation in material as it has poor elasticity. The reflection of its brittle influence the rate of tensile behaviour from concrete ductility, these are known...