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Thermal Effects

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A Concise Introduction to Elastic Solids
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Abstract

Thermal effects refers to changes in geometry that may occur due to exposure to changes in temperature.

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Correspondence to Carl T. Herakovich .

Appendix: Solutions

Appendix: Solutions

  1. 11.3.1

    Determine the change in volume of a cube, of length, h, on a side that is subjected to a uniform temperature change \(\Delta T\) if the cube is free to expand in all directions.

Solution

From Eq. (11.2)

$$\varepsilon_{xx} = \varepsilon_{xx}^{\sigma } + \varepsilon_{xx}^{T}$$

Likewise:

$$\varepsilon_{yy} = \varepsilon_{yy}^{\sigma } + \varepsilon_{yy}^{T}$$
$$\varepsilon_{zz} = \varepsilon_{zz}^{\sigma } + \varepsilon_{zz}^{T}$$

With all stresses being zero, the strains are the free thermal strains.

$$\varepsilon_{xx} = \varepsilon_{yy} = \varepsilon_{zz} = \alpha\Delta T$$

The expanded lengths are:

$$\begin{aligned}\Delta V & = \left[ {h\left( {1 + \alpha\Delta T} \right)} \right]^{3} - h^{3} \\\Delta V & = h^{3} \left( {1 + \alpha\Delta T} \right)^{3} - h^{3} \\\Delta V & = h^{3} \left( {1 + 3\alpha\Delta T + 3\alpha^{2}\Delta T^{2} + \alpha^{3}\Delta T^{3} } \right) - h^{3} \\\Delta V & = h^{3} \left( {3\alpha\Delta T + 3\alpha^{2}\Delta T^{2} + \alpha^{3}\Delta T^{3} } \right) \\ \end{aligned}$$
  1. 11.3.2

    Determine the total change in length, \(\delta\), for an axial rod of length, L, that is subjected to a temperature change, \(\Delta T\), and an axial load, P, if the rod has modulus, E, coefficient of thermal expansion, \(\alpha\), Poisson’s ratio, \(\nu\), and a cross-sectional area A.

Solution

$$\delta = \frac{PL}{AE} + L\alpha\Delta T$$
  1. 11.3.3

    What is the lateral strain \(\varepsilon_{yy}\) for the rod in Exercise 11.3.2?

Solution

$$\varepsilon_{yy} = \frac{1}{E}\left( {\sigma_{yy} - \nu \sigma_{xx} - \nu \sigma_{zz} } \right) + \alpha\Delta T$$
$$\begin{aligned} \varepsilon_{yy} & = \frac{1}{E}\left( {0 - \nu \frac{P}{A} - 0} \right) + \alpha\Delta T \\ \varepsilon_{yy} & = - \frac{\nu P}{AE} + \alpha\Delta T \\ \end{aligned}$$
  1. 11.3.4

    What is the axial stress in a rod fixed at its ends between frictionless walls if it is subjected to a temperature change \(\Delta T\)?

Solution

$$\begin{aligned} \varepsilon_{xx} & = \frac{1}{E}\left( {\sigma_{xx} - \nu \sigma_{yy} - \nu \sigma_{zz} } \right) + \alpha\Delta T \\ \varepsilon_{xx} & = \frac{1}{E}\left( {\sigma_{xx} - 0 - 0} \right) + \alpha\Delta T = 0 \\ \sigma_{xx} & = - E\alpha\Delta T \\ \end{aligned}$$

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Herakovich, C.T. (2017). Thermal Effects. In: A Concise Introduction to Elastic Solids. Springer, Cham. https://doi.org/10.1007/978-3-319-45602-7_11

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  • DOI: https://doi.org/10.1007/978-3-319-45602-7_11

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-45601-0

  • Online ISBN: 978-3-319-45602-7

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