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

有判斷力

書目名稱Dynamic Models for Structural Plasticity影響因子(影響力)




書目名稱Dynamic Models for Structural Plasticity影響因子(影響力)學(xué)科排名




書目名稱Dynamic Models for Structural Plasticity網(wǎng)絡(luò)公開度




書目名稱Dynamic Models for Structural Plasticity網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Dynamic Models for Structural Plasticity被引頻次




書目名稱Dynamic Models for Structural Plasticity被引頻次學(xué)科排名




書目名稱Dynamic Models for Structural Plasticity年度引用




書目名稱Dynamic Models for Structural Plasticity年度引用學(xué)科排名




書目名稱Dynamic Models for Structural Plasticity讀者反饋




書目名稱Dynamic Models for Structural Plasticity讀者反饋學(xué)科排名

Culmination

FER

galley

falsehood

https://doi.org/10.1007/978-3-642-56961-6dditional transient phase of deformation. For both steady loads and impacts, an elementary model based on the rigid-perfectly plastic constitutive approximation is used to calculate the deformed shape as well as the energy dissipation during the process of deformation.

不能仁慈

e properties are important for calculating response to either static or brief but intense dynamic loads. Furthermore, how do the results of various constitutive models compare with observed behavior.978-3-540-76013-9978-1-4471-0397-4

不能仁慈

Elastoplastic and Viscoplastic Constitutive Relations,sed to relate nonlinear structural deformations to the applied forces or loads that cause these deformations. Structural deformations depend on load, structural configuration and properties of the materials of which the structure is composed.

Itinerant

Principles of Mechanics,ce since there are no accelerations; i.e. for any segment of the body, the resultant of tractions on the surface of the segment is equal in magnitude but opposite in direction to any external force acting on the segment. On the other hand, rapid changes in load cause the body to accelerate; in this

interior

Static Deflection,uasistatic loading on a uniform cantilever will be used to illustrate effects of nonlinear material behavior in plastically deforming structures. A cantilever with a transverse force at the tip has a bending moment that increases linearly with distance from the tip. The cantilever is wholly elastic

裝飾

Dynamic Rigid-Plastic Response,ive blast loading however, the structure can be subjected to an intense but short-duration pressure or force pulse that exceeds the plastic collapse force and initiates structural collapse. Here we begin with the simplest structural model — a rigid-perfectly plastic cantilever — and explain how char