Relative displacement method for track-structure interaction.

The track-structure interaction effects are usually analysed with conventional FEM programs, where it is difficult to implement the complex track-structure connection behaviour, which is nonlinear, elastic-plastic and depends on the vertical load. The authors developed an alternative analysis method...

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Publicado en:Scientific World Journal pp. 397515 - 397516
Autores principales: Schanack, Frank, Ramos, Oscar Ramón, Reyes, Juan Patricio, Pantaleón, Marcos J, Ramos, Óscar Ramón
Formato: research Journal Article
Publicado: Wiley-Blackwell 2014
Acceso en línea:Ver este registro en EBSCOhost
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        atl: Relative displacement method for track-structure interaction.
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          Schanack, Frank
          Ramos, Oscar Ramón
          Reyes, Juan Patricio
          Pantaleón, Marcos J
          Ramos, Óscar Ramón
        affil: Department of Structural and Mechanical Engineering, University of Cantabria, Avenida Los Castros s/n, 39005 Santander, Spain
      sug:
        subj:
          Materials Testing
          Software
      ab: The track-structure interaction effects are usually analysed with conventional FEM programs, where it is difficult to implement the complex track-structure connection behaviour, which is nonlinear, elastic-plastic and depends on the vertical load. The authors developed an alternative analysis method, which they call the relative displacement method. It is based on the calculation of deformation states in single DOF element models that satisfy the boundary conditions. For its solution, an iterative optimisation algorithm is used. This method can be implemented in any programming language or analysis software. A comparison with ABAQUS calculations shows a very good result correlation and compliance with the standard's specifications.
      pubtype: Academic Journal
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        research
        Journal Article
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    language: English
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