Confined thermal stress with changing modulus

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SUMMARY

This discussion focuses on the calculation of confined thermal stress in rods made of different materials, specifically addressing the impact of varying modulus with temperature. The key formula presented is σ = -α(T)E(T)ΔT, where α(T) represents the temperature-dependent coefficient of thermal expansion, E(T) is the modulus at temperature T, and ΔT is the change in temperature. The conversation highlights the importance of understanding how modulus changes with temperature when calculating stress, emphasizing that the same calculation applies regardless of whether the temperature is increasing or decreasing.

PREREQUISITES
  • Understanding of thermal expansion coefficients (α)
  • Knowledge of modulus of elasticity (E) and its temperature dependence
  • Familiarity with stress-strain relationships in materials
  • Experience with Dynamic Mechanical Analysis (DMA) and Thermomechanical Analysis (TMA)
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  • Research the effects of temperature on modulus of elasticity in various materials
  • Explore advanced calculations for thermal stress in constrained materials
  • Learn about the application of DMA and TMA in material characterization
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Material scientists, mechanical engineers, and researchers involved in thermal stress analysis and material performance evaluation will benefit from this discussion.

cindmp
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Hello,
I would like to compare rods made of different materials based on the amount of force or stress they would generate when fixed at both ends. normally, I would just compare the product of the coefficient of thermal expansion (\Alpha), change in temperature (\Delta T) and modulus (E). However, I have taken data to get modulus vs. temperature and free deflection vs temperature using DMA and TMA and the modulus and rate of expansion and contraction are not constant.

If, starting from room temperature and increasing in temperature, the modulus decreases, I would expect the stress just to be
<br /> \begin{equation*}<br /> \sigma &amp;= E(T) * \Delta L(T)/L<br /> \end{equation*}<br />
where Delta L(T) is the amount of unconstrained extension due to the change in temperature and L is the original length. On the other hand, as temperature decreases, modulus is increasing and I would expect the stress generated to be the sum of the incremental changes in length/original length multiplied by the modulus at each temperature. I would think that I would use the same calculation whether it is getting colder and stiffer or warmer and softer, but maybe this is not the case?

Thanks in advance for your help.
 
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Hi cindmp, welcome to PF.

cindmp said:
I would think that I would use the same calculation whether it is getting colder and stiffer or warmer and softer, but maybe this is not the case?

No, that should be the case. The stress should always be \sigma=-\alpha(T)E(T)\Delta T, where \alpha(T)=L(T)/(L_0\Delta T) is the temperature-dependent coefficient of thermal expansion that you've measured.
 

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