-
-
July 29, 2019 at 9:55 pm
ericpflor
SubscriberHi,
I'm trying to simulate creep strain on a concrete column along with construction sequency. The part of construction sequency is OK by using birth and death controls. My problem now is to model creep behaviour once the creep equations on ANSYS do not consider the age of concrete when load is applied (I call it "t0"), but only the time after a load is applied ("t", in other words, time when creep strain is analysed).
My creep equation is a function of f(t0,t). Example: If you apply a load when concrete is 7 days old, the creep function will act different from a load applied when concrete is 14 days old.
Ansys creep equations (there are 15 types available on the database, the one I'm using is 'time hardening', function of (stress,t,T) - I'm not using temperature) are not a function of t0.
The image attached explains my situation:
Day 0
concrete is poured to column C1
Day 7
Load P1 is applied to C1 leading to elastic strain on C1.
Day 14
Load P2 is applied leading to elastic strain on C1 and C2.
C1 is 14 days old. Creep strain on C1 is equivalent to f(P1,t0=7,t=14)
Day 21
Load P3 is applied leading to elastic strain on C1, C2 and C3.
C1 is 21 days old. Creep strain on C1 is equivalent to f(P1,t0=7,t=21) plus f(P2,t0=14,t=21)
C2 is 14 days old. Creep strain on C2 is equivalent to f(P2,t0=7,t=14)
My point is: Is there a way to model these different creep functions according to different "t0"? Or: Could ANSYS "read" the element age according to the time of its birth?
Thanks in advance!
-
July 30, 2019 at 5:35 pm
Wenlong
Ansys EmployeeHi,
Thanks for sharing your problem. Very interesting yet complicated.
My opinion is you can add temperature-dependent creep parameters, and use temperature only as an indicator. It means ignoring all the thermal expansion and other temp-dependent material properties.
By applying a temperature boundary condition, you can control the creep coefficients by temperature, in other words, by time, because temperature changes with time in your input amplitude.
Hope this helps.
Bests,
Wenlong
-
July 30, 2019 at 7:30 pm
ericpflor
SubscriberThanks, Wenlong!
I'll try that immediately.
-
- You must be logged in to reply to this topic.

Earth Rescue – An Ansys Online Series
The climate crisis is here. But so is the human ingenuity to fight it. Earth Rescue reveals what visionary companies are doing today to engineer radical new ideas in the fight against climate change. Click here to watch the first episode.

Ansys Blog
Subscribe to the Ansys Blog to get great new content about the power of simulation delivered right to your email on a weekly basis. With content from Ansys experts, partners and customers you will learn about product development advances, thought leadership and trends and tips to better use Ansys tools. Sign up here.
- Saving & sharing of Working project files in .wbpz format
- An Unknown error occurred during solution. Check the Solver Output…..
- Understanding Force Convergence Solution Output
- Solver Pivot Warning in Beam Element Model
- Colors and Mesh Display
- How to calculate the residual stress on a coating by Vickers indentation?
- whether have the difference between using contact and target bodies
- What is the difference between bonded contact region and fixed joint
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- User manual
-
2524
-
2066
-
1279
-
1096
-
457
© 2023 Copyright ANSYS, Inc. All rights reserved.