scholarly journals Wind deflection analysis of railway catenary under crosswind based on nonlinear finite element model and wind tunnel test

2022 ◽  
Vol 168 ◽  
pp. 104608
Author(s):  
Yang Song ◽  
Mingjie Zhang ◽  
Ole Øiseth ◽  
Anders Rønnquist
2014 ◽  
Vol 501-504 ◽  
pp. 2479-2483
Author(s):  
Wei Bin Yuan ◽  
Chang Yi Chen

The flattening behaviour of angle section beams subjected to pure bending is studied in this paper. Analytical solutions for static instabilities of angle section beams subjected to pure bending about its weak axis are derived using energy methods. Nonlinear finite element model using the code ANSYS is developed to simulate nonlinear snap-through instability of angle section beams under pure bending. The optimization assumption about flattening shape of the leg is proposed, through comparison of between the present solutions, experimental results, and the finite element results.


Sign in / Sign up

Export Citation Format

Share Document