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Questions related from Sumit Nandi
As per IS 5816 the rate of increase of load for split tensile test is given as (1.2 to 2.4)*(3.14/2)*l*d N/min...Will the same be applicable if we want to do the split tensile on a cube specimen?...
30 July 2019 1,610 0 View
i am modelling a concrete slab on a base in abaqus.now in step initial i set temperature of top and bottom layers both as zero.then in coupled temp-displacement step i chnge the temp of top and...
19 April 2017 8,226 1 View
I want to use a element that has stiffness as well as friction between concrete and bar.so i use axial connectors.for d11 value in elastic property i use stiffness.coefficient of friction can also...
02 April 2017 4,772 2 View