| Name | Type | Description |
|---|
| YoungModulus |
P_SINGLEVALUE
/
IfcModulusOfElasticityMeasure
|
 | Young Modulus | A measure of the Young's modulus of elasticity of the material.
|
|
| YoungModulusMin |
P_SINGLEVALUE
/
IfcModulusOfElasticityMeasure
|
Elastic modulus, minimal value, α=0°.
|
| YoungModulusPerp |
P_SINGLEVALUE
/
IfcModulusOfElasticityMeasure
|
Elastic modulus, mean value, α=90°.
|
| YoungModulusPerpMin |
P_SINGLEVALUE
/
IfcModulusOfElasticityMeasure
|
Elastic modulus, minimal value, α=90°.
|
| ShearModulus |
P_SINGLEVALUE
/
IfcModulusOfElasticityMeasure
|
| Shear Modulus | A measure of the shear modulus of elasticity of the material.
|
|
| ShearModulusMin |
P_SINGLEVALUE
/
IfcModulusOfElasticityMeasure
|
Shear modulus, minimal value.
|
| BendingStrength |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Bending strength.
|
| TensileStrength |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Indicates the ability to withstand breakage apart under applied force.
|
| TensileStrengthPerp |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Tensile strength, α=90°.
|
| CompStrength |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Compressive strength, α=0°.
|
| CompStrengthPerp |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Compressive strength, α=90°.
|
| RaisedCompStrengthPerp |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Alternative value for compressive strength, α=90°, which may be used under material and code dependent conditions (e.g. if deformation is tolerable, or far from ends of the member); conditions should be stated in SELF\IfcProperty.Description.
|
| ShearStrength |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Shear strength.
|
| TorsionalStrength |
P_SINGLEVALUE
/
IfcPressureMeasure
|
Shear strength in torsion.
|
| ReferenceDepth |
P_SINGLEVALUE
/
IfcPositiveLengthMeasure
|
Depth in bending for which the mechanical properties are valid; provided as a means to check the integrity of material assignment.
|
| InstabilityFactors |
P_TABLEVALUE
/
IfcPositiveRatioMeasure
/
IfcPositiveRatioMeasure
|
Defining values: slenderness ratios; defined values: either factors or divisors of the strength, depending on the design method (if <1: factors, if >1: divisors).
|
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