Abstract
This chapter is devoted to an analysis of nonlinear elastic plane longitudinal harmonic waves, which corresponds to the John and Signorini models. The statement is divided into two parts.
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Exercises
Exercises
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1.
Compare M L from (6.6) with M from (5.22) and note the difference between the Murnaghan and John approaches.
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2.
Derive formulas (6.18), (6.19), and (6.20) for components of the stress tensor from the representation of Murnaghan potential (6.17).
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3.
Try to realize in steps one of six shown on page 170 possibilities (e.g., consider the 4th standard problem).
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4.
Compare solution (6.27), obtained for the cubically nonlinear approach, with solution (5.22), obtained for the quadratically nonlinear approach, and analyze the differences and similarities.
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5.
Define simple shear and pure shear. Formulate distinctions between the two.
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6.
Substantiate the statement from page 174 that the potential as the work of internal forces is always positive.
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7.
Define omni-dimensional (uniform) tension.
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8.
Describe the Pointing and Kelvin effects. Formulate the distinctions between the two.
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9.
Try to find the dependence among algebraic invariants of Almansi and Cauchy–Green strain tensors (6.41), (6.42), and (6.43) in books not mentioned on page 178.
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Rushchitsky, J.J. (2014). Nonlinear Plane Longitudinal Waves in Elastic Materials (John Model, Two-Constant Model and Signorini Model, Three-Constant Model). In: Nonlinear Elastic Waves in Materials. Foundations of Engineering Mechanics. Springer, Cham. https://doi.org/10.1007/978-3-319-00464-8_6
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DOI: https://doi.org/10.1007/978-3-319-00464-8_6
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