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Titlebook: Dynamic Models for Structural Plasticity; William James Stronge,Tongxi Yu Book 1993 Springer-Verlag London 1993 Collision damage.Dynami pl

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11#
發(fā)表于 2025-3-23 09:46:06 | 只看該作者
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發(fā)表于 2025-3-23 16:14:05 | 只看該作者
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發(fā)表于 2025-3-23 21:00:54 | 只看該作者
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發(fā)表于 2025-3-24 02:06:38 | 只看該作者
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發(fā)表于 2025-3-24 04:42:52 | 只看該作者
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發(fā)表于 2025-3-24 09:26:19 | 只看該作者
Principles of Mechanics,tained from either equilibrium equations or the laws of motion. These laws form the basis of several useful principles. In this chapter special forms of these principles will be developed that apply to small deflection theory for planar displacements of slender bodies.
17#
發(fā)表于 2025-3-24 14:14:57 | 只看該作者
Second-Order Effects on Dynamic Response,m; in this respect they can be considered to be of second order. In the present chapter, dynamic analyses of major second-order effects are considered one-by-one in order to find circumstances wherein each effect is significant.
18#
發(fā)表于 2025-3-24 16:58:14 | 只看該作者
https://doi.org/10.1007/978-3-642-56961-6ere we consider only rigid-perfectly plastic materials and hence plastic deformation that is localized at a finite number of discrete generalized plastic hinges. While continuous plastic regions are possible, they require a special distribution of applied force if the deformations are related to generalized stress through an associated flow rule.
19#
發(fā)表于 2025-3-24 22:45:36 | 只看該作者
https://doi.org/10.1007/978-3-642-56961-6ion on the basis of mass at the impact point in comparison with mass of the remainder of the uniform beam was convincing evidence for the utility of the rigid-perfectly plastic constitutive approximation.
20#
發(fā)表于 2025-3-25 00:14:11 | 只看該作者
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