Interface damage and its effect on vibrations of slab track under temperature and vehicle dynamic loads

2014 ◽  
Vol 58 ◽  
pp. 222-232 ◽  
Author(s):  
Shengyang Zhu ◽  
Chengbiao Cai
2021 ◽  
Vol 291 ◽  
pp. 123258
Author(s):  
Xuhao Cui ◽  
Bowen Du ◽  
Hong Xiao ◽  
Rui Zhou ◽  
Gaoran Guo ◽  
...  

2017 ◽  
Vol 16 (6) ◽  
pp. 493-497
Author(s):  
M. G. Solodkaya

Traffic circulation on highways is a random process. Therefore automotive damage rate and, respectively, roads on which they are moving is subjected to regularities of random processes. Dynamic processes of vehicle-road interaction are determined to various extents by a host of factors that include road pavement evenness and characteristics of moving vehicles. For this reason the following task has been set: to reveal the most significant factors and mathematically correlate values of vehicle dynamic loads with a quality of road pavement and vehicle speed. Such task statement has not been solved adequately and this situation determines importance and novelty of the investigations in the given direction. While solving the mentioned task the investigations which have been carried out under real-life conditions and with the help of real-life objects are considered as the most reliable ones. However, preparation and execution of such experiments as needed significantly complicates their implementation. In this regard it looks rather expediential to combine a factorial experiment with the tests of a checked model while using ECM with stage-by-stage parameter fixation of working processes passing in “vehicle-road” system, comprehensive assessment pertaining to influence of the selected factors and selection of their optimum combination. Mathematical dependence has been obtained to evaluate influence of several external factors on optimization of vehicle dynamic load on the road. This component makes it possible to attain a simplified and adequate description of element interaction in “vehicle – road” system. While investigating influence of pavement irregularities on maximum dynamic loads on the road influence rate of the selected factors is determined in the following sequence: vehicle weight, pavement evenness and speed of transport facility.


Structures ◽  
2020 ◽  
Vol 26 ◽  
pp. 224-236 ◽  
Author(s):  
Yang Li ◽  
Jinjie Chen ◽  
Jianxi Wang ◽  
Xianfeng Shi ◽  
Long Chen

Sign in / Sign up

Export Citation Format

Share Document