I am trying non linear static analysis in ansys apdl but do it get the complete solution due to convergence problem. In most journals I referred found that the Shear transfer coefficient is taken as 0.3,1, what is this constant how can we understand this topic well. Could anyone plz suggest.
Hi Pandi,
Could you please specifiy more? I guess you mean cracked concrete... Take a look at this Article Values of shear transfer coefficients of concrete element So...
SIR, CAN I GET THE FULL JOURNAL, IF YOU HAVE THE FILE PLZ ATCH TO ME
THANK YOU
Hi Pandi,
Please request the full report to the author. I studied long time ago the sequential failure ( vierendeel truss effect, arch and catenary actio )together with dowel action in reinforcement.. in any case i think you can also test a preliminary and simple calculation for 2 solids interacting with augmented lagrangian method to evaluate the friction.
The shear transfer coefficient determines the transferred stress values for open and close crack situations. The stress-strain matrix of the element changes according to Beta t and Beta c values. Hence, the solution changes.
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