Instead of cracking Dlubal RFEM 6, users can consider the following alternatives:
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RFEM 6 utilizes the mean strain approach ( sr,maxs sub r comma m a x end-sub : Maximum crack spacing. ϵsmepsilon sub s m end-sub : Mean strain difference between steel and concrete. Instead of cracking Dlubal RFEM 6, users can
Verify the accuracy of RFEM 6’s nonlinear analysis against theoretical formulations for crack formation. 3. Theoretical Background (The "How") Instead of cracking Dlubal RFEM 6
Cracks in RC structures are inevitable and impact durability.