How to Perform Time-dependent Analysis?
Mainly there are two ways to perform the time-dependent analysis. One is the time-step analysis and the other is the age-adjusted method. The age-adjusted method is a simplified one and can consider the long-term effects with only a one-step analysis. Of course, this is an approximate way to consider the long-term effects, but the creep itself is an approximation anyway. The results from the age-adjusted method are reasonable in many cases.
The author prefers the time-step analysis. The time-step analysis is nothing more than to do the same calculation again and again. This is painful for humans but computers are very good for these repeated calculations. The time-step analysis is to divide the time into shorter durations of time-steps and repeat the same analysis. All calculations are done by the computers and extra efforts comparing to the age-adjusted method is nominal. (We need computers anyway even for the age-adjusted method.)
As always, before starting theory discussions, start with a simple example.
A prestress force P = 1400 kN and a bending moment M = 390 kN-m are applied at age t_{0} = 5 days on the rectangular post-tensioned concrete section shown in Figure 1. Calculate the stresses, the axial strain and curvature at age t_{0} and t = ∞ given the following data: E_{ns} = E_{ps} = 200 GPa; f’c = 5 ksi, RH = 70%, t_{s} = 3 days. The dimensions of the section and cross-section areas of the reinforcement and the prestress duct are indicated in Figure 1.
Assume that the intrinsic relaxation, ∆σ_{pr}_{∞} = −115 MPa and the characteristic tensile strength of the prestressed steel, fptk = 1770 MPa.
Figure 1. Cross-section dimensions of the post-tensioned section.
Step1) Elastic strain at t_{0}
The axial strain at O and curvature is
When the reference point O is chosen at the centroid of the section, B = 0, and the equation takes the more familiar form
In this example, the reference point O is chosen at the top of the section.
Figure 2. Ec(5 days) = 29352 MPa
Table 1. Section property (Reference point is section top, t = 5 days)
Step2) Strain at t = 8 days
Ec(8 days) = 29352 MPa
Table 2. Section property (Reference point is section top, t = 8 days)
Restrained strain due to concrete creep
Figure 3. φ(t,t_{0}) (t_{0 }= 5, 8, 37, 128, 567 days).
φ(8,5) = 0.4383
Restrained strain due to concrete shrinkage
Figure 4. Restrained strain due to concrete shrinkage
ε_{sh}(8,3) = -20.14(10^{-6})
Restrained strain due to strand relaxation
Reduced relaxation value:
Figure 5. Reduced relaxation value.
(τ – t_{0}) = 8 – 5 = 3 days = 72 hrs < 1000 hrs,
Assume χ_{r} = 0.9581,
Restraining force
Strain due to restraint
Check for χr_{ }
_{}
The calculated value of χ_{r} matches with the assumed value. No further iteration is needed. Repeat the same calculations for the next time steps.
Midas Civil File for This Example
Figure 6. Concrete stresses at top and bottom.
Figure 6 shows top and bottom concrete stresses from this article and Midas Civil. Can be seen some differences at the bottom fiber and this is because reinforcements would support portions of external load and prestress. Also, stresses are transferred from concrete into reinforcement as time passes. The dashed line shows stresses without considering reinforcements and well matches with Midas Civil.
It can be seen that if we use the stress value directly from the computer output, we do need some levels of adjustment to consider the effects of reinforcements.
In this example, the top and bottom stresses at the time of infinity are -0.728 MPa and -5.18 MPa from the age-adjusted method.
Figure 7. Concrete axial force
Figure 7 shows concrete axial force from Midas Civil and this article. As time passes, portions of concrete axial force are transferred into reinforcements and these effects can not be ignored.
The number of time-division mainly depends on past experiences or iteration. From past experiences, 5 to 10 divisions may be reasonable under the constant loadings.
Equal time division is not efficient because creep develops more rapidly during the early steps. There are many ways to consider these effects, and one of these is to assume the time division as a geometric sequence. The author prefers to divide the time steps corresponds to equal creep coefficients.
Editor: JC Sun
jsun@midasoft.com
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