Experimental Verification of the Properties of Fibres for the Mechanisms Based on Parallel Kinematic Structures

2013 ◽  
Vol 486 ◽  
pp. 195-200
Author(s):  
Jaroslav Václavík ◽  
Pavel Polach

The paper was written in the framework of research in mechanisms of the increased mobility on the basis of parallel kinematic structures, for which a fibre control instead of rigid elements is designed. The experiment is focused on the verification of the fibre properties in simplified mechanical systems such as motion on an inclined plane, vibration of a moving weight hanging on a fibre and fibre interaction with two types of pulley. The arrangement and instrumentation of the experimental stand and of the system for the measurement of position and axial forces in a fibre are described. The results should serve for tuning the computational model, the results of which are also presented in the framework of specific experiments.


2010 ◽  
Vol 76 (771) ◽  
pp. 3086-3092 ◽  
Author(s):  
Tsutomu MORIMURA ◽  
Masaki SEKI ◽  
Masahiro MIWA ◽  
Kei SAKANOUE ◽  
Hironari MURAMATSU ◽  
...  


2015 ◽  
Vol 92 ◽  
pp. 02087
Author(s):  
Vít Štorch ◽  
Jiří Nožička ◽  
Martin Brada ◽  
Jakub Suchý


2020 ◽  
Vol 853 ◽  
pp. 177-181
Author(s):  
Zhi Yun Wang ◽  
Shou Ju Li

Concrete segments are widely used to support soil and water loadings in shield-excavated tunnels. Concrete segments burden simultaneously to the loadings of bending moments and axial forces. Based on plane deformation assumption of material mechanics, in which plane section before bending remains plane after bending, ultimate bending moment model is proposed to compute ultimate bearing capacity of concrete segments. Ultimate bending moments of concrete segments computed by analytical models agree well with numerical simulation results by FEM. The accuracy of proposed analytical computational model for ultimate bending moment of concrete segments is numerically verified. The analytical computational model and numerical simulation for a practical engineering case indicate that the ultimate bending moment of concrete segments increases with increase of axial force on concrete segment in the case of large eccentricity compressive state.



2010 ◽  
Vol 18 (20) ◽  
pp. 21461 ◽  
Author(s):  
Etgar C. Levy ◽  
Olukayode Okusaga ◽  
Moshe Horowitz ◽  
Curtis R. Menyuk ◽  
Weimin Zhou ◽  
...  


Author(s):  
Jaroslav Odrobinak

Abstract An experimental verification of actual flexural behavior of composite steel-concrete girder bridge is presented. The comparison of the experimentally obtained values with the values calculated using suitable computational model is also given in the paper. Introduction of changes in stiffness of concrete slab due to concrete cracking into the global analysis is discussed, too.





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