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TENSION STIFFENING
19.3
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TENSION STIFFENING: Define the retained tensile stress normal to a crack in a
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CONCRETE model.
This option is used to define the retained tensile stress normal to a crack as a function of the deformation
in the direction of the normal to the crack. It must be used with and appear after the
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CONCRETE option.
The
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TENSION S TIFFENING option can also be use d in conj unction with the
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SHEAR RETENTION and
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FAILURE RATIOS options.
Product: ABAQUS/Standard
Type: Model data
Level: Model
References:
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“Concrete smeared cracking,” Section 18.5.1 of the ABAQUS Analysis User’s Manual
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CONCRETE
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FAILURE RATIOS
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SHEAR RETENTION
Optional parameters:
DEPENDENCIES
Set this parameter equal to the number of fie ld variable dependencies included in the definition of the
postcracking behavior, in addition to tem perature. If this parameter is omitted, it is assumed that the
postcracking behavior depends only on tem perature. See “Specifying field variable dependence”
in “Material data definition,” Section 16.1.2 of the ABAQUS Analysis User’s Manual, for more
information.
TYPE
Set TYPE=DISPLACEMENT to define the postcracking behavior by entering the displacement,
, at which a linear loss of strength after cracking gives zero stress.
Set TYPE=STRAIN (default) to specify the postcracking behavior by entering the postfailure
stress-strain relationship directly.
Data lines if the parameter TYPE=STRAIN is included (default):
First line:
1. Fraction of remaining stress to stress at cracking.
2. Absolute value of the direct strain minus the direct strain at cracking.
3. Temperature.
19.3–1
ABAQUS Version 6.1 Module:
ID:
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