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Titlebook: Deformation and Destruction of Materials and Structures Under Quasi-static and Impulse Loading; Holm Altenbach,Victor A. Eremeyev,Anatoly

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Abbreviated New Drug Applicationlic loading under uniaxial tension-compression and standard temperature is used to identify some features and dissimilarities of isotropic and anisotropic hardening processes that occur during monotonic and cyclic loading. In order to describe these features in terms of the plasticity theory (the Bo
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https://doi.org/10.1057/9780230505773l fine-grained concrete was carried out. Three types of fiber-reinforced concrete were produced: with polymer fiber, steel fiber, and with a combination of two types of fiber. Static and dynamic tests were carried out. Dynamic compression tests were carried out using the Kolsky method at strain rate
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https://doi.org/10.1057/9780230505773e model takes into account the material anisotropy, free rotation, independent normal unit vector rotation, and its transverse normal strain. The functional and the physical law for the shell are constructed using the Hamilton functional, physical relations for a three-dimensional body described by
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https://doi.org/10.1057/9780230505773ered for a console beam described by a linear viscosity Bernoulli–Euler model. The article presents the methods of damping transverse vibrations implemented by a dynamic damper from a piezoelectric layer distributed symmetrically along the axis of symmetry of the beam. Piezoelectric layers with a tr
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https://doi.org/10.1057/9780230505773sented by a three-phase elastically deformable partially saturated porous medium, one phase is a deformable solid skeleton, and the other two are fluid and gas that fill the pore space. The mathematical formulation is a system of equations including the laws of conservation of mass for fluid phases
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