Tribo-Behaviour of Tin-Based Dry Bearing Material

Author(s):  
Priya S. Gajjal
Keyword(s):  
2013 ◽  
Vol 9 (6) ◽  
pp. 7054-7063 ◽  
Author(s):  
T.M. Grupp ◽  
A. Giurea ◽  
R.K. Miehlke ◽  
M. Hintner ◽  
M. Gaisser ◽  
...  

Author(s):  
Sami Soppela ◽  
Esko Järvenpää

<p>In the cable-stayed bridges the primary cost components of the load-bearing material, in the longitudinal direction of the bridge, are the cables. The longer the bridge, the higher the share of the costs of the load-bearing material. The quantity of the cables and the cost optimized cable and tower topology can be reliably solved, already in very early design stages, using a simple calculation method proposed in this article. The cables are considered as a curtain structure and the cable forces are calculated for the permanent load balance. The solutions are performed mathematically by using integral calculus based on a force length method and a unit bridge concept. The results provide a good idea of the optimum pylon height for both one-pylon and two-pylon bridges. The optimum pylon height depends on the span ratio and the chosen cable system.</p>


1979 ◽  
Vol 101 (3) ◽  
pp. 381-385 ◽  
Author(s):  
R. S. Gupta ◽  
V. K. Kapur

In this analysis the customary neglected centrifugal effects on the performance of hydrostatic porous thrust bearing with incompressible lubricant has been studied and the effects of their interaction of pressure distribution and load capacity illustrate the possibility of replacement of the nonporous bearing material by porous one.


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