ConcreteTsai
Uniaxial Concrete Model Using Tsai's Equation
The ConcreteTsai
model is a simple concrete model using Tsai's equation.
References
The backbone is governed by a normalized function which is controlled by two parameters and .
Syntax
material ConcreteTsai (1) (2) (3) (4) (5) (6) (7) (8) (9) [10]
# (1) int, unique material tag
# (2) double, elastic modulus, E
# (3) double, compression strength, should be negative but sign insensitive, f_c
# (4) double, tension strength, should be positive but sign insensitive, f_t
# (5) double, NC
# (6) double, NT
# (7) double, middle point, typical: 0.2
# (8) double, strain at compression strength, \varepsilon_c, typical: -2E-3
# (9) double, strain at tension strength, \varepsilon_t, typical: 1E-4
# [10] double, density, default: 0.0
History Variable Layout
Since it is derived from the SimpleHysteresis
model, they share the same history variable layout.
Remarks
The middle point parameter represents the size of hysteresis loop, valid values range from 0 to 1 (ends not recommended).
There is no additional consideration for small loops, which is available in
ConcreteCM
.
The parameter defined in the reference. But it is not explicitly exposed in order to eliminate inconsistent elastic modulus in compression and tension. It is, instead, computed internally based on the given strains at compression and tension strength.
Note the magnitude of the strain at compression/tension strength has to be greater than the 'elastic strain' computed by the corresponding strength divided by the elastic modulus.
This ensures the corresponding parameter is always greater than 1, which is required by the model.
Usage
material ConcreteTsai 1 3E4 30 20 2 2 .8 2E-3 2E-3
materialTest1D 1 1E-4 50 100 120 140 160 180
exit
material ConcreteTsai 1 3E4 30 20 2 2 .1 2E-3 2E-3
materialTest1D 1 1E-4 50 100 120 140 160 180
exit
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