Load: Temperature Gradient |
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Function |
Enter the temperature difference between the top and bottom of beam or plate elements for thermal stress analysis. Modify or delete previously entered temperature difference. Temperature gradient analysis is applicable for elements with bending stiffness, such as beam and plate elements. In the case of a beam element, enter the temperature difference and the corresponding distance between the extremities of the element with respect to the local y and z-axes. In the case of a plate element, the temperature gradient can be represented by the temperature difference between the upper and lower faces of the plate and the plate thickness. The gradient temperature produces equivalent moments.
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Call |
Model > Load > Temperature Gradient |
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<Temperature Gradient> |
Load Set Select
a Load Set in which the specified load is included Element Type Select
the type of element for which the Temperature Gradient is to be specified. Object Type Select
a method of selecting a part where the loads will be assigned. Curve Select Curves on which the loads will be applied. Surface Select Surfaces on which the loads will be applied. Element Select
the elements directly. Mode Add Add new loads to the selected nodes Replace Replace previously defined loads on the selected nodes Delete Delete previously defined loads on the selected nodes Apply to Unassigned Objects Only When
adding new loads, this option applies loads only to the unassigned nodes. Gradient Enter
the temperature gradient information. If the type of plate element is
specified, the element local y-direction data will become inactive. T2z - T1z Temperature
difference between the two outermost faces in the local z-direction of
the element. Use
the previously inputted section dimension information. Distance
between the two faces in the local z-direction of the element. Temperature
difference between the two outermost faces in the local y-direction of
the element. Use
the previously inputted section dimension information. Distance between the two faces in the local y-direction of the element. |
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