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Nonlinear Continuum Mechanics and Large Inelastic by Yuriy I. Dimitrienko

By Yuriy I. Dimitrienko

The publication presents a rigorous axiomatic method of continuum mechanics less than huge deformation. as well as the classical nonlinear continuum mechanics – kinematics, basic legislation, the speculation of services having bounce discontinuities throughout singular surfaces, and so on. - the booklet offers the idea of co-rotational derivatives, dynamic deformation compatibility equations, and the foundations of fabric indifference and symmetry, all in systematized shape. the point of interest of the booklet is a brand new method of the formula of the constitutive equations for elastic and inelastic continua lower than huge deformation. This new strategy relies on utilizing lively and quasi-energetic of tension and deformation tensors. This technique results in a unified therapy of huge, anisotropic elastic, viscoelastic, and plastic deformations. the writer analyses classical difficulties, together with a few concerning nonlinear wave propagation, utilizing various versions for continua lower than huge deformation, and exhibits how diverse types bring about varied effects. The research is observed via experimental facts and particular numerical effects for rubber, the floor, alloys, and so forth. The publication can be a useful textual content for graduate scholars and researchers in good mechanics, mechanical engineering, utilized arithmetic, physics and crystallography, as additionally for scientists constructing complicated materials.

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Extra info for Nonlinear Continuum Mechanics and Large Inelastic Deformations

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Consider a continuum B, which in K is a rectangular parallelepiped (a ı beam) shown in Fig. t/ in the plane Ox 1 x 2 around the point O (Fig. 4). The motion law for the continuum is called the rotation of a beam with extension. In this case Eq. 1). Fig. M; t/. We will consider tensors and tensor fields in detail in Sect. 4 (see also [12]). 9). In continuum mechanics the tilde e is usually omitted (we will do this below). 9), we obtain stationary scalar and vector fields. M; t/ depending on time.

E i are no longer Lagrangian (material): at different times they Coordinates X correspond to different material points. However, it is often convenient to choose 18 2 Kinematics of Continua ı e i coincident with X i in the reference configuration K. 47) e i are called curvilinear spatial coordinates. 48) In particular, the basis eN 0i may be fixed (Fig. 49) ei @X i @X ı ri and ri are no longer coincident. When the basis eN 0i is moving, basese e i and defined The vectors e ri are directed tangentially to the coordinate lines X simultaneously with ri at every point M at any time t > 0.

6 Transformation of an Oriented Surface Element In actual configuration K consider a smooth surface †, which contains two coordinate lines X ˛ and X ˇ . 109) e g ˛ˇ D r˛ rˇ (it is not to be confused with the metric matrix gij D ri rj ). e. d x˛ D r˛ dX ˛ (Fig. 11). 2 Deformation Tensors and Measures 31 Fig. 11 Introduction of oriented surface element n d† is called the area of the surface element d† constructed on vectors d x˛ and d xˇ . 111) where n d† is called the oriented surface element. 108) is a unit vector.

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