*M1
13.24 *M1: Define the first bending moment behavior of beams.
This option is used to define the first bending moment behavior of beam s. It can be used only in conjunction
with the *BEAM GENERAL SECTION, SECTION=NONLINEAR GENERAL option.
Products: ABAQUS/Standard ABAQUS/Explicit
Type: Model data
Level: Part, Part instance
References:
•“Using a general beam section to define thesection behavior,” Section 23.3.7 of the ABAQUS Analysis
User’s Manual
•*BEAM GENERAL SECTION
Optional parameters (if neither ELASTIC norLINEAR is included, elastic-plastic response is
assumed):
DEPENDENCIES
Set this parameter equal to the number of field variable dependencies inc luded in the moment-
curvature relationship, in addition to temperature. If this parameter is omitted, it is assumed that
the moment–curvature relationship is constant or depends only on temperature. See “Specifying
field variable dependence” in “Material data definition,”Section 16.1.2 of the ABAQUS Analysis
User’s Manual, for more information.
ELASTIC
Include this parameter if the bending moment–cu rvature relationship is nonlinear but elastic.
LINEAR
Include this parameter if the bendingm oment varies linearlywith curvature.
Data lines if the LINEAR parameter is included:
First line:
1. Bendingstiffness of the section about the first beam section local axis.
2. Temperature.
3. Firstfield variable.
4. Second field variable.
5. Etc., up to six field variables.
13.24–1
ABAQUS Version 6.1 Module: ID:
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