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Transition to the Dynamic Behaviour of Engineering Materials

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Mechanical Behaviour of Engineering Materials

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Abstract

In this chapter, we introduce the subject of the response of metallic materials to dynamic loading. In this context, if we consider the term “dynamic” to be solely characterized as “time-dependent”, then we are in fact, as Lindholm (1962, 1964 and 1978) pointed out, including the entire range of material performance. In other words, the commonly called “static” or “quasi-static” deformation, e.g., creep and relaxation, is, in effect, “dynamic” or “time-dependent”. The majority of us, however, may be more accustomed to thinking of dynamic loading as associated with high loading rates or high deformation rates, with the adjective “high” referring to rates above those achieved on a standard testing machine. In this, the distinction of higher rates from lower rates is often made, however, not on the basis of time-dependence of the material behaviour, but rather on the necessity of including inertia forces in the pertaining dynamic analysis.

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  1. Faculty of Engineering, Mechanical Engineering, University of Ottawa, Ottawa, Canada

    Yehia M. Haddad

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Haddad, Y.M. (2000). Transition to the Dynamic Behaviour of Engineering Materials. In: Mechanical Behaviour of Engineering Materials. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-2231-5_2

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  • DOI: https://doi.org/10.1007/978-94-017-2231-5_2

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