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Titlebook: Constitutive Relation in High/Very High Strain Rates; IUTAM Symposium Noda Kozo Kawata,Jumpei Shioiri Conference proceedings 1996 Springer

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樓主: 尤指植物
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發(fā)表于 2025-3-28 17:25:00 | 只看該作者
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發(fā)表于 2025-3-29 01:48:09 | 只看該作者
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發(fā)表于 2025-3-29 03:31:32 | 只看該作者
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發(fā)表于 2025-3-29 10:41:29 | 只看該作者
Conclusion: Some Final Thoughts,ents. These ligaments are assumed to be formed between the areas fractured in cleavage. The tearing is studied both numerically and experimentally. An elastic visco-plastic material model is adopted for finite element calculations. The results show that relatively large amounts of energy are consume
46#
發(fā)表于 2025-3-29 13:51:49 | 只看該作者
Sustainable Development Goals Series toughness .. for Araldite B. Specimen geometries were so chosen that fracture acceleration and deceleration occurred in one specimen to study the dependence of .. on the crack velocity . . It is concluded that curves of ..(. ) determined by both methods exhibit hysteresis similarly with higher .. v
47#
發(fā)表于 2025-3-29 19:07:56 | 只看該作者
Interlude: Connecting the Partsated composites are well described by the so-called Zhu-Wang-Tang (ZWT) nonlinear viscoelastic constitutive equation. The impulsive reponse of ZWT materials consists of a rate-independent nonlinear elastic response and a higt frequency linear viscoelastic response. The dispersion and attenuation of
48#
發(fā)表于 2025-3-29 22:50:58 | 只看該作者
Technologically Sensing the Underwater Worlded to impact loading in various directions are measured in the experiments. These strains are quantitatively compared in the frequency domain with the numerical results of the dynamic finite element analyses and orthotropic elastic moduli are estimated. Using this method, all elastic moduli may be o
49#
發(fā)表于 2025-3-30 02:53:50 | 只看該作者
50#
發(fā)表于 2025-3-30 06:21:52 | 只看該作者
Synchronizing Transitional Pacel failure. The literature published on the dynamic inelastic failure of structural members is reviewed from which a need for additional theoretical and experimental studies emerges clearly..Some experimental results for clamped mild steel beams under impact loading are simulated numerically using th
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