Finite-element model for the thermoelastic analysis of large composite space structures

1987 ◽  
Vol 24 (5) ◽  
pp. 430-436 ◽  
Author(s):  
J. D. Lutz ◽  
D. H. Allen ◽  
W. E. Haisler
2012 ◽  
Vol 204-208 ◽  
pp. 949-953
Author(s):  
Lian Qiong Zheng ◽  
Yi Feng Zheng ◽  
Shu Li Guo

Laced curved concrete-filled steel tubular (CCFST) member is an attractive proposition to be widely used in large-span space structures for economic and aesthetic purposes. A finite element model (FEM) was developed to perform an analysis on the full-range load versus deformation curves of laced CCFST members under axial compression to make it possible for proposing the further practical design.


1989 ◽  
Vol 17 (4) ◽  
pp. 305-325 ◽  
Author(s):  
N. T. Tseng ◽  
R. G. Pelle ◽  
J. P. Chang

Abstract A finite element model was developed to simulate the tire-rim interface. Elastomers were modeled by nonlinear incompressible elements, whereas plies were simulated by cord-rubber composite elements. Gap elements were used to simulate the opening between tire and rim at zero inflation pressure. This opening closed when the inflation pressure was increased gradually. The predicted distribution of contact pressure at the tire-rim interface agreed very well with the available experimental measurements. Several variations of the tire-rim interference fit were analyzed.


1996 ◽  
Vol 24 (4) ◽  
pp. 339-348 ◽  
Author(s):  
R. M. V. Pidaparti

Abstract A three-dimensional (3D) beam finite element model was developed to investigate the torsional stiffness of a twisted steel-reinforced cord-rubber belt structure. The present 3D beam element takes into account the coupled extension, bending, and twisting deformations characteristic of the complex behavior of cord-rubber composite structures. The extension-twisting coupling due to the twisted nature of the cords was also considered in the finite element model. The results of torsional stiffness obtained from the finite element analysis for twisted cords and the two-ply steel cord-rubber belt structure are compared to the experimental data and other alternate solutions available in the literature. The effects of cord orientation, anisotropy, and rubber core surrounding the twisted cords on the torsional stiffness properties are presented and discussed.


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