Prediction and mitigation analyses of ground vibrations induced by high speed train with 3-dimensional finite element method and substructure method

2010 ◽  
Vol 17 (11) ◽  
pp. 1703-1720 ◽  
Author(s):  
Feng Chen ◽  
Hirokazu Takemiya ◽  
Maosong Huang
2020 ◽  
Vol 23 (15) ◽  
pp. 3263-3277
Author(s):  
Lidong Wang ◽  
Zhihui Zhu ◽  
Pedro Alves Costa ◽  
Yu Bai ◽  
Zhiwu Yu ◽  
...  

A framework is developed in this article to predict the nonstationary random ground vibrations induced by high-speed trains, by combining the pseudo-excitation method with the two-and-a-half-dimensional finite element method. This development contains two steps. First, the power spectral density of the wheel–rail dynamic force is accurately obtained through the combination of the pseudo-excitation method and a vehicle–slab-track–ground theoretical model. Second, the nonstationary random ground vibrations are efficiently solved by combining the pseudo-excitation method and the two-and-a-half-dimensional finite element method, where the power spectral density of the wheel–rail dynamic force obtained in the former step is used to constitute the pseudo-loads. In the numerical examples, the accuracy and efficiency of the proposed approach are validated through the comparison to the fast three-dimensional random method for train–track–soil system developed previously. The results show that the proposed approach can predict the train-induced random ground vibrations with sufficient accuracy and has three-to-five times increase in efficiency in comparison to the fast three-dimensional random method.


2000 ◽  
Vol 2000.13 (0) ◽  
pp. 225-226
Author(s):  
Akiyoshi SHIOMI ◽  
Yutaka SAWAKI ◽  
Masataka TOKUDA ◽  
Tadashi INABA ◽  
Kazuo YAGI

2013 ◽  
Vol 39 (4) ◽  
pp. 425-431 ◽  
Author(s):  
Eduardo Piza Pellizzer ◽  
Fellippo Ramos Verri ◽  
Sandra Lúcia Dantas de Moraes ◽  
Rosse Mary Falcón-Antenucci ◽  
Paulo Sérgio Perri de Carvalho ◽  
...  

The aim of this study was to evaluate the stress distribution in implants of regular platforms and of wide diameter with different sizes of hexagon by the 3-dimensional finite element method. We used simulated 3-dimensional models with the aid of Solidworks 2006 and Rhinoceros 4.0 software for the design of the implant and abutment and the InVesalius software for the design of the bone. Each model represented a block of bone from the mandibular molar region with an implant 10 mm in length and different diameters. Model A was an implant 3.75 mm/regular hexagon, model B was an implant 5.00 mm/regular hexagon, and model C was an implant 5.00 mm/expanded hexagon. A load of 200 N was applied in the axial, lateral, and oblique directions. At implant, applying the load (axial, lateral, and oblique), the 3 models presented stress concentration at the threads in the cervical and middle regions, and the stress was higher for model A. At the abutment, models A and B showed a similar stress distribution, concentrated at the cervical and middle third; model C showed the highest stresses. On the cortical bone, the stress was concentrated at the cervical region for the 3 models and was higher for model A. In the trabecular bone, the stresses were less intense and concentrated around the implant body, and were more intense for model A. Among the models of wide diameter (models B and C), model B (implant 5.00 mm/regular hexagon) was more favorable with regard to distribution of stresses. Model A (implant 3.75 mm/regular hexagon) showed the largest areas and the most intense stress, and model B (implant 5.00 mm/regular hexagon) showed a more favorable stress distribution. The highest stresses were observed in the application of lateral load.


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