Nice vide. I had following questions please 1- you have used elastic properties for steel and rivet. I have stainless steel rivet attached to cold formed steel sheets and there i want to use the plastic properties too. However the supplied just gave me Shear strength (4000N ) and tensile strength (5000N) so i need to know how can i use this information and convert to stress strain curve with elastic and plastic regions 2- Using a general contact or surface contact which is more suitable ?? i also seen in some videos that people tie the bolts and sheets interaction surfaces to converge the solution and simplifying the problem 3- The friction coefficient of 0.3 you used please share reference
Nice vide. I had following questions please
1- you have used elastic properties for steel and rivet. I have stainless steel rivet attached to cold formed steel sheets and there i want to use the plastic properties too. However the supplied just gave me Shear strength (4000N ) and tensile strength (5000N) so i need to know how can i use this information and convert to stress strain curve with elastic and plastic regions
2- Using a general contact or surface contact which is more suitable ?? i also seen in some videos that people tie the bolts and sheets interaction surfaces to converge the solution and simplifying the problem
3- The friction coefficient of 0.3 you used please share reference
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