NM2D2
- Interaction Inelastic Section (Linear Hardening)
References
- 10.1061/JSENDH.STENG-12176
Syntax
Option One
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| section NM2D2 (1) (2...9)
# (1) int, unique section tag
# (2) double, EA
# (3) double, EI
# (4) double, yielding axial force
# (5) double, yielding strong axis moment
# (6) double, c
# (7) double, isotropic hardening parameter H
# (8) double, kinematic hardening parameter K
# (9) double, linear density
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If the NM2D2
section is defined by using the above command, it is assumed that the - interaction surface is
defined as follows.
where and are normalised axial force and moment (about the strong axis).
This surface is suitable for I-sections.
Option Two
One may wish to customise the surface by assigning different weights and orders, it is possible by using the following
syntax.
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| section NM2D2 (1) (2...9) [(10) (11) (12) ...]
# (1) int, unique section tag
# (2) double, EA
# (3) double, EI
# (4) double, yielding axial force
# (5) double, yielding strong axis moment
# (6) double, d
# (7) double, isotropic hardening parameter H
# (8) double, kinematic hardening parameter K
# (9) double, linear density
# (10) double, a_i
# (11) double, b_i
# (12) double, c_i
|
In the above command, parameters (10)
, (11)
and (12)
form a triplet and can be appended as many groups as the
analyst wishes.
The surface is assumed to possess the following form,
For example, the previous surface can be equivalently expressed with the second
syntax as follows.
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| section NM2D2 (1) (2...9) 1.15 2. 0. 1. 0. 2. 3.67 2. 2.
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The only validation implemented is the number of triplets.
The command takes parameters and interprets them accordingly.
Please make sure the definition is correct.
The true hardening ratio is defined as
given that and are hardening ratios based on plastic strain.
Output Type
This model supports the following additional history variables to be recorded.