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Code Block
languagexml
<O N="MaterialObject1" T="Project" Category="FEM Objects" TransAlignRule="Right">
    <!-- created by ParamML Examples on 06.02.2023 -->
    <O N="Rebar3D" T="Line">
        <O T="Point" X="0" Y="0" Z="0" />
        <O T="Point" X="0" Y="0" Z="100" />
        <O N="Section" T="Section">
            <O T="Shape">
                <O T="Circle" Radius="5" />
            </O>
        </O>
        <O N="StructuralSteel _A36" T="Material">
            <P N="E" V="200000" D="modulus of elasticity" />
            <P N="G" V="83333" D="shear modulus" />
            <P N="Fu" V="400" D="specified minimum tensile strength" />
            <P N="Fy" V="248" D="specified minimum yield stress" />
        </O>
    </O>
</O>

To view this example in the library, see (https://openbrim.org/platform/?application=inc&author=ParamML_Examples_OpenBrIM+Platform&folder=FEM+Objects&obj=objidn5fh3j5s10n96gn4x1cv0t

Parameters of Material Object:

Label

Mandatory

Name and Type Attributes

Default Description and Value Attributes

Other Attributes

Modulus of Elasticity

No

N="E"

D="Modulus of Elasticity"

V="0"

Role="Input"
UT="Stress"
UC="Material"

Poisson Ratio

No

N="Nu"

D="Poisson's Ratio"

V="0.2"

Role="Input"

Density

No

N="d"

D="Density"

V="0.2"

Role="Input"
UT="Density"
UC="Material"

Alpha

No

N="a"

D="Coefficient of Thermal Expansion"

V="0"

Role="Input"

Steel Yield Stress

Yes

N="Fy"

D="Steel Yield Stress"

V="0"

Role="Input"
UT="Stress"
UC="Material"

Steel Ultimate Stress

Yes

N="Fu"

D="Steel Ultimate Stress"

V="0"

Role="Input"
UT="Stress"
UC="Material"

Concrete 28-day Strength

Yes

N="Fc28"

D="Concrete 28-day Strength"

V="0"

Role="Input"
UT="Stress"
UC="Material"

Type

No

N="Type"
T="Text"

D="The Material Type [Steel=steel/Concrete=concrete/Reinforcement Bar=rebar/Prestressing Tendon=prestress]."

V="0"

Role="Input"