Inverse Solution to Three-Dimensional Potential Flows

1972 ◽  
Vol 98 (4) ◽  
pp. 789-812
Author(s):  
Roland W. Jeppson
2012 ◽  
Vol 591-593 ◽  
pp. 754-757
Author(s):  
Hong Li Yun ◽  
Xiao Na Song

The kinematics analysis is carried out on a kind of 3-urps parallel mechanism (pm) with 6-dof. The positional inverse solution and Jacobean matrixes which is used to analyze the dexterity of mechanism are derived. Condition number is used as evaluating indicator of dexterity in this article, and its’ three-dimensional graphs are drawn when this mechanism in different attitudes. It is indicated that dexterity of moving is excelled than the rotary movement’s for this pm. The optimum dexterity can be obtained in the center of mechanism’s workroom, which can be applied to further characteristic analysis and kinematic design of mechanisms.


2021 ◽  
Vol 16 ◽  
pp. 250-260
Author(s):  
Evelina Prozorova

Article is proposed, built taking into account the influence of the angular momentum (force) in mathematical models of open mechanics. The speeds of various processes at the time of writing the equations were relatively small compared to modern ones. Theories have generally been developed for closed systems. As a result, in continuum mechanics, the theory developed for potential flows was expanded on flows with significant gradients of physical parameters without taking into account the combined action of force and moment. The paper substantiates the vector definition of pressure and the no symmetry of the stress tensor based on consideration of potential flows and on the basis of kinetic theory. It is proved that for structureless particles the symmetry condition for the stress tensor is one of the possible conditions for closing the system of equations. The influence of the moment is also traced in the formation of fluctuations in a liquid and in a plasma in the study of Brownian motion, Landau damping, and in the formation of nanostructures. The nature of some effects in nanostructures is discussed. The action of the moment leads to three-dimensional effects even for initially flat structures. It is confirmed that the action of the moment of force is the main source of the collective effects observed in nature. Examples of solving problems of the theory of elasticity are given.


AIAA Journal ◽  
1982 ◽  
Vol 20 (5) ◽  
pp. 598-605 ◽  
Author(s):  
N. L. Sankar ◽  
J. B. Malone ◽  
Y. Tassa

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