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Titlebook: Dynamic Behavior of Materials, Volume 1; Proceedings of the 2 Vijay Chalivendra,Bo Song,Daniel Casem Conference proceedings 2013 The Societ

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21#
發(fā)表于 2025-3-25 06:53:42 | 只看該作者
https://doi.org/10.1007/978-3-322-95895-2nd property tunability. Over the past several decades, substantial research has focused on manipulating the mechanical properties of epoxy resins via control of the polymer structure and chemistry and the incorporation of various additives. While the quasi-static behavior of these systems has been t
22#
發(fā)表于 2025-3-25 11:25:38 | 只看該作者
23#
發(fā)表于 2025-3-25 12:25:55 | 只看該作者
3]. Studies have shown that the inclusion of nano-particles in nanocomposites increases the tensile strength and modulus when compared to its parent base material [4–7]. Yet, the effect of nano-particles on the mechanical response and failure behavior of nano-composites at high strain rates is still
24#
發(fā)表于 2025-3-25 18:15:23 | 只看該作者
25#
發(fā)表于 2025-3-25 21:36:32 | 只看該作者
rection” theory for specimens with a bulk-to- shear modulus ratio (.) on the order of 10.. Applying the “inertial correction” theory to specimens with . on the order of 10., we find that changes in stress computations in the simulation upon refining the mesh may be on the same order as the axial dev
26#
發(fā)表于 2025-3-26 02:09:32 | 只看該作者
nd elasto-plastic behavior. Such spatial heterogeneities make it difficult to extract the entire distribution of local material behavior. This information is required for effective and accurate simulations of structural response (e.g., localized yielding, fracture initiation, failure) under both qua
27#
發(fā)表于 2025-3-26 07:35:46 | 只看該作者
28#
發(fā)表于 2025-3-26 08:29:42 | 只看該作者
29#
發(fā)表于 2025-3-26 16:01:00 | 只看該作者
30#
發(fā)表于 2025-3-26 19:44:47 | 只看該作者
Max Kaase,Hans-Dieter Klingemannic ones. Tests were conducted under uniaxial compression, tension, pure shear and combinations of compression and shear. Quasi-static and intermediate strain rate tests were conducted in a servo-hydraulic testing machine. High strain rate tests were conducted using a split Hopkinson Pressure Bar (Ko
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