I have a thesis about Creep of concrete. I researched about it and i found Creep ralated to Viscoelastic. Can you explain me how to implement it?
I have read your comment, and I see my problem as in this discussion, using data you provided: We had Shear Modulus from the experiment [Fig.1]. So why do we have to find G (t) in Relative Moduli and Relaxation Time [Fig.2]? How does Number of Terms affect analysis (Ex: What is different between 3 terms and 4 terms)? Why do we have to choose 1s, 1e3s and 1e7s without the other number [Fig.3]?
Thanks in regards.
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