Engineering Asked by utk2366 on August 5, 2021
I came across 2 creep coefficient diagram. First one is from Eurocode, second one is from elsewhere. I think the second one make sense, As the time progress, the creep coefficient shall increase, hence, the effetive modulus of concrete shall decrese. Can someone explain it ? I am confused.
You are looking at a diagram for an infinite duration of loading, which is noted by the $infty$-symbol. For a limited duration of loading, refer EN 1992-1-1 annex B.1.
Just for clarity, the time shown on the first diagram, $t_0$, is the concrete age when loading starts, which is why the creep coefficient decreases with increasing $t_0$.
Answered by ingenørd on August 5, 2021
Creep rate for steel does not change with time. That is the basis of ASME Boiler code allowable stresses. Most of the world uses boiler code ; often they rewrite it for national pride. Superalloys (gas turbine blades and vanes) also have constant creep rate at constant temperature. Depending on how it is measured , it may appear to change as the cross-section area of the test bar changes with strain and constant load. Footnote: Over 60 years ago , some creep test machines had curved load arms ( that changed the load) to compensate for the diameter reduction of test bars as the the tests progressed.
Answered by blacksmith37 on August 5, 2021
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