Abstract
This chapter introduces to transient problems, i.e. problems where the state variables are time-dependent. The general treatment of transient problems is illustrated at the example of the rod or bar member.
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- 1.
Consider: \(1\,\text {N}=1\tfrac{\text {kg}\,\text {m}}{\text {s}^2}\).
References
Inman DJ (2008) Engineering vibration. Pearson Education, Upper Saddle River
Öchsner A (2014) Elasto-plasticity of frame structure elements: modelling and simulation of rods and beams. Springer, Berlin
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Öchsner, A. (2020). Introduction to Transient Problems: Rods or Bars. In: Partial Differential Equations of Classical Structural Members. SpringerBriefs in Applied Sciences and Technology(). Springer, Cham. https://doi.org/10.1007/978-3-030-35311-7_9
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DOI: https://doi.org/10.1007/978-3-030-35311-7_9
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