Dhakal
Dhakal Degradation
References
- 10.1061/(ASCE)0733-9445(2002)128:9(1139)
Syntax
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| material Dhakal (1) (2) (3) (4)
# (1) int, unique material tag
# (2) int, host material tag
# (3) double, yield strain
# (4) double, geometry parameter
|
Theory
The model is proposed for modelling buckling of reinforcement bars in concrete members.
The geometry parameter [4]
is defined as
Since this parameter is calibrated according to dimensional constant , the whole analysis must then
use the same unit system.
This is a common issue in lots of phenomenological models, which lack a clear implication of those ad-hoc parameters.
Example
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| material MPF 1 2E5 400 .01
material Dhakal 2 1 5E-3 50
materialTest1D 2 -4E-4 10 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 100
|
