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Soil penetration poncelet equations

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Por um momento pensei que ele iria mandar um Joel Santana. A closed-form solution is developed for predicting transient displacement, velocity, and force as well as residual displacement and duration for both flat and pointed projectiles penetrating cohesive soils. Because transient response can be represented as a 3 parameter space of nondimensional numbers, displacement, velocity, and force are each presented in a single graph. Servitude (BDSM) Experimental test data Soil penetration poncelet equations different soils and penetrator contours are used to demonstrate the validity of both transient and residual responses. Of great importance in this solution and soil dynamics in general is the advancement of a hypothesis for the dynamic interaction of intergranular stress, pore water pressure, and pore air pressure Soil penetration poncelet equations the resisting force that retards penetration. Because fundamental dynamic pore pressure theory is used Soil penetration poncelet equations develop this analysis, basic soil properties cohesive yield strength, density, and degree of saturation are used to characterize the cohesive soil. Cookies are used by this site.Substituting equation (2) into equation (1) and integrating x from the surface of the soil at x -- 0 to the maximum depth of penetration X,l~x and v from the impact velocity V0 to rest at v 0 yields for various investigators: Robins-Euler: Xm.x = MV (3a) 2 CoA M [ C2Vo] (3b) Resal: ~k/max c21n 1+ C1 A Poncelet: Xmax z M lnll-~ C2V] (3c) 2C2 Co A Petry: . While both penetration and cavity diameter are calculated, the model is truly only one-dimensional in the axial and radial dimensions (call it 1-and-a-half-dimensional); no meshing scheme is involved, nor are material strains .

Soil penetration poncelet equations


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This report is part of the collection entitled: View a full description of this report. The following text was automatically extracted from the image on this page using optical character recognition software:. Section 2 Background Before Sandia began its terradynamics program, the problem of penetration mechanics had been studied both analytically and experimentally for over years.

There has been a flurry of interest over the past decade in the study of impact and penetration into granular media. A wealth of knowledge has resulted from these efforts. This review summarizes some of the significant findings of these recent studies, and attempts to bridge the resulting insights with those obtained from earlier findings.

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