Temperature Gradient
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Enter the temperature differences between the tops and bottoms of beam or plate elements for thermal stress analysis. Modify or delete previously entered temperature differences.
The 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 the following equivalent moments:
Where, is the linear thermal expansion coefficient, E is the modulus of elasticity, I is the moment of inertia about the relevant axis of the beam element, is the temperature difference between the two extremities (outermost faces) of the element, h is the distance between the two extremities of the beam section, t is the thickness of the plate and is the Poisson's Ratio. | ||
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From the Main Menu select Load > Temperature Loads > Temperature Gradient.
Select Static Loads > Temperature Loads > Temperature Gradient in the Menu tab of the Tree Menu. | ||
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