Contributions to the Palletization of Auto Batteries Using the Finite Displacements Theory

SYROM 2009 ◽  
2009 ◽  
pp. 313-323
Author(s):  
V. Ispas ◽  
I. C. Mic ◽  
R. M. Gui ◽  
A. C. Horvat
Keyword(s):  
1999 ◽  
Vol 122 (4) ◽  
pp. 426-430 ◽  
Author(s):  
Chintien Huang ◽  
Chi-Chih Sun

This paper investigates, via numerical simulations, the finite displacements of all the known Bennett-based 6R overconstrained linkages: Goldberg’s 6R, variant Goldberg 6R, Waldron’s hybrid 6R, and Wohlhart’s hybrid 6R linkages. An investigation of the finite displacements of nine distinct linkages reveals that every Bennett-based 6R linkage, except for the isomerization of Wohlhart’s hybrid linkage, inherits the linear properties of the Bennett mechanism. The relative finite displacement screws of some non-adjacent links of these linkages form screw systems of the second order. Thirty-one screw systems are reported in this paper. [S1050-0472(00)02204-2]


Author(s):  
Chintien Huang

Abstract Geometrical interpretations of two line-based formulations of successive finite displacements in terms of screw product operations is discussed. The pitch of the screw product of two unit line vectors is shown to be the ratio of the distance to the tangent of the projected angle between the two lines. Finite twists in Dimentberg’s formulation are interpreted as the screw product of unit line vectors divided by the scalar product of the same unit line vectors. Finite twists in the linear representation are the screw product of unit line vectors divided by the scalar product of the direction-cosine vectors of the same lines.


Author(s):  
Elena Ferretti

This paper presents a new numerical method for multiscale modeling of composite materials. The new numerical model, called DECM, consists in a DEM (Discrete Element Method) approach of the Cell Method (CM) and combines the main features of both the DEM and the CM. In particular, it offers the same degree of detail as the CM, on the microscale, and manages the discrete elements individually such as the DEM—allowing finite displacements and rotations—on the macroscale. Moreover, the DECM is able to activate crack propagation until complete detachment and automatically recognizes new contacts. Unlike other DEM approaches for modeling failure mechanisms in continuous media, the DECM does not require prior knowledge of the failure position. Furthermore, the DECM solves the problems in the space domain directly. Therefore, it does not require any dynamic relaxation techniques to obtain the static solution. For the sake of example, the paper shows the results offered by the DECM for axial and shear loading of a composite two-dimensional domain with periodic round inclusions. The paper also offers some insights into how the inclusions modify the stress field in composite continua.


Author(s):  
Chintien Huang

Abstract The finite displacements of the outermost body of a revolute-revolute chain are investigated. All the possible screws of the finite twists of the outermost body of an R-R chain are shown to form a screw system of the third order. The analytic expression of the screw system is given. The finite screw systems of special configurations of an R-R chain as well as the degenerate forms of the finite 3-system in infinitesimal kinematics and in displacing two points of a body are also discussed.


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