Dear fmk,
I notice the stress shift equation in the steel02 model in Opensees SRC seems not to the same as the equation in the report of Spacone. Where is the stress shift equation from? Could you give me some suggestions, please?
Dear fmk, the stress shift equation in the steel02 model
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Dear fmk, the stress shift equation in the steel02 model
I want to become a good engineer
Dear fmk,
I mean the modified part by Filippou considering the isotropic hardening. the stress shift equation.
That is:
[[**double d1 = (epsmax - epsmin) / (2.0*(a4 * epsy));
double shft = 1.0 + a3 * pow(d1, 0.
;**]]
epss0 = (Fy * shft - Esh * epsy * shft - sigr + E0 * epsr) / (E0 - Esh);
sigs0 = Fy * shft + Esh * (epss0 - epsy * shft);
But in the Dissertation by Yassin, the corresponding equation is not the same as the above.
Best regards!
I mean the modified part by Filippou considering the isotropic hardening. the stress shift equation.
That is:
[[**double d1 = (epsmax - epsmin) / (2.0*(a4 * epsy));
double shft = 1.0 + a3 * pow(d1, 0.
;**]]epss0 = (Fy * shft - Esh * epsy * shft - sigr + E0 * epsr) / (E0 - Esh);
sigs0 = Fy * shft + Esh * (epss0 - epsy * shft);
But in the Dissertation by Yassin, the corresponding equation is not the same as the above.
Best regards!
I want to become a good engineer