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In this study, the theoretical model for the static secondary spring load adjustment of six-axle railway vehicles is established, which can be applicable to any six-axle railway vehicle, including locomotives, subways, passenger trains and freight trains. Meanwhile, the simplified model of the supporting structure is proposed, which reduces the calculation process greatly by simplifying the 12-points supporting structure of a six-axle railway vehicle into a 4-points supporting structure. Moreover, we present the Harris hawk optimization method in the field of suspension load control of railway vehicles. The load control experiments of a six-axle railway vehicle prove that the performance of this method is significantly improved compared with the classical method in terms of maximum force difference, root mean square error and calculation efficiency. The proposed method reduces the position and amount of padding, further reducing the padding workload and improves the efficiency of the static secondary spring load deviation control.
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http://dx.doi.org/10.1016/j.isatra.2025.03.023 | DOI Listing |
ISA Trans
June 2025
School of Traffic and Transportation, Chongqing Jiaotong University, Nan'an District, Chongqing 400074, China. Electronic address:
In this study, the theoretical model for the static secondary spring load adjustment of six-axle railway vehicles is established, which can be applicable to any six-axle railway vehicle, including locomotives, subways, passenger trains and freight trains. Meanwhile, the simplified model of the supporting structure is proposed, which reduces the calculation process greatly by simplifying the 12-points supporting structure of a six-axle railway vehicle into a 4-points supporting structure. Moreover, we present the Harris hawk optimization method in the field of suspension load control of railway vehicles.
View Article and Find Full Text PDFMaterials (Basel)
June 2022
Laboratory of Roads and Railway Engineering Safety Control, Shijiazhuang Tiedao University, Shijiazhuang 050043, China.
Precise evaluation for flexural ultimate capacity of bridges which are subjected to the collision of over-height trucks is essential for making decisions on corresponding maintenance, strengthening or replacement. When the span of a cross-line continuous bridge with a double-box girder was hit by an overly high vehicle, the concrete floor of one girder was severely damaged, and part of the prestressed strands and reinforcements in the girder were broken. After the double-box girder was removed and separated into two single box girders, the ultimate flexural capacity of both box girders was studied by destructive tests, and a comparison was made between the damaged and undamaged girders.
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