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Questions related from Shubham Bansal
FRP strip are bonded to sides of concrete beam and has tensile strength of 2Gpa .The FRP was assumed to be a linear elastic orthotropic material but where should i input tensile strength in property?
09 September 2016 6,090 1 View
I have modelled reinforced concrete beam with CDM property but not getting convergence .I have tried every method automatic stabilization, nlgeom but same there is a major difference in load...
09 September 2016 8,399 5 View
To define tensile behaviour of concrete in CDM how to find fracture energy of concrete (GFI) and yield stress.? Is it important to define damage parameters of concrete ,for what purpose they are...
09 September 2016 4,897 1 View
The tensile strength of concrete is 1.81 Mpa and fracture energy was assumed to equal to 90 J/m2. So how to define tensile behaviour in the type of GFI .What should I input ? Plz help thanks
07 July 2016 391 4 View
An eight node reduced-integration element was used to model theFRP composite with three degrees of freedom at each node.So which section should i assign to get above element ?..With...
07 July 2016 4,196 0 View
Is the option embedded regions use to simulate perfect bond between steel and concrete in ABAQUS?
06 June 2016 7,466 0 View
Is the option tie constraints use to simulate perfect bond between steel and concrete in ABAQUS
06 June 2016 368 4 View
