• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 57 Issue 2
Jul.  2022
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Article Contents
WEI Xing, ZHANG Jing, WEI Huanbo, HU Zhe, WEN Zongyi. Structural Effect on Mechanical Behavior of High-Speed Railway Sound Barriers Based on Vibration Response[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 353-359, 409. doi: 10.3969/j.issn.0258-2724.20200243
Citation: WEI Xing, ZHANG Jing, WEI Huanbo, HU Zhe, WEN Zongyi. Structural Effect on Mechanical Behavior of High-Speed Railway Sound Barriers Based on Vibration Response[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 353-359, 409. doi: 10.3969/j.issn.0258-2724.20200243

Structural Effect on Mechanical Behavior of High-Speed Railway Sound Barriers Based on Vibration Response

doi: 10.3969/j.issn.0258-2724.20200243
  • Received Date: 27 Apr 2020
  • Accepted Date: 27 Dec 2021
  • Rev Recd Date: 10 Aug 2020
  • Publish Date: 21 Oct 2020
  • In order to study the mechanical behavior of different forms of enclosed sound barriers under wind pressure generated by high-speed trains, taking a high-speed rail sound barrier as the research object, global models for the double-sided enclosed sound barrier structure with different top opening spacing and for the single-sided enclosed sound barrier structure with different top covering lengths were established using the finite element software Midas. The pulsating wind pressure generated by the train passing by at a speed of 350 km/h were applied to the global model of the sound barrier structures as excitations, the static response and dynamic time history curves of the sound barrier structures were calculated, and then the dynamic amplification factors were obtained. The results show that the increase of the opening spacing on the top of the double-sided enclosed sound barrier and the reduction of the top covering length of the single-sided enclosed sound barrier are both beneficial to the release of wind pressure and improvement of structural stress. As the opening spacing increases or the covering length decreases, the beneficial effect becomes more obvious. For the double-sided enclosed sound barrier structure, the maximum dynamic stress of the columns with 2 m top opening spacing is 1.15 times that with 8 m opening spacing, and the amplification factor also increases by 0.12. For the single-sided enclosed sound barrier structure, the maximum dynamic stress of columns with 8 m top covering length is 1.28 times that with 2 m top covering length, and the magnification factor increases by 0.37.

     

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  • [1]
    刘海涛. 高速铁路桥梁声屏障脉动风荷载及其基础连接构造设计研究[D]. 长沙: 中南大学, 2012.
    [2]
    刘磊,李志新,余世策. 全封闭声屏障自然风荷载实验研究[J]. 中国环保产业,2020(2): 66-69.

    LIU Lei, LI Zhixin, YU Shice. Experimental study on natural wind load of fully enclosed sound barrier[J]. China Environmental Protection Industry, 2020(2): 66-69.
    [3]
    郑史雄,王林明. 铁路声屏障风荷载体型系数研究[J]. 中国铁道科学,2009,30(4): 46-50. doi: 10.3321/j.issn:1001-4632.2009.04.009

    ZHEN Shixiong, WANG Linming. Study on shape coefficient of wind load on railway sound barrier[J]. China Railway Science, 2009, 30(4): 46-50. doi: 10.3321/j.issn:1001-4632.2009.04.009
    [4]
    焦长洲,高波,王广地. 声屏障结构的列车脉动风致振动分析[J]. 西南交通大学学报,2007,42(5): 531-536. doi: 10.3969/j.issn.0258-2724.2007.05.003

    JIAO Changzhou, GAO Bo, WANG Guangdi. Analysis of fluctuating wind-induced vibration of train with sound barrier structure[J]. Journal of Southwest Jiaotong University, 2007, 42(5): 531-536. doi: 10.3969/j.issn.0258-2724.2007.05.003
    [5]
    邓跞,施洲,刘兆丰. 高速铁路声屏障动力特性研究[J]. 铁道建筑,2009(11): 101-104. doi: 10.3969/j.issn.1003-1995.2009.11.034
    [6]
    刘功玉. 风荷载作用下声屏障结构的动力特性研究[D]. 南昌: 华东交通大学, 2018.
    [7]
    康健. 高速列车脉动压力作用下声屏障的强度与疲劳性能分析[D]. 成都: 西南交通大学, 2015.
    [8]
    张田,姚常伟,王佳鑫,等. 列车风作用下桥上防风屏障的疲劳性能分析[J]. 铁道建筑,2018,58(8): 45-49. doi: 10.3969/j.issn.1003-1995.2018.08.12

    ZHANG Tian, YAO Changwei, WANG Jiaxing, et al. Fatigue performance analysis of wind barrier on bridge under the action of train wind[J]. Railway Engineering, 2018, 58(8): 45-49. doi: 10.3969/j.issn.1003-1995.2018.08.12
    [9]
    马驰. 货运铁路大型全封闭声屏障静力及疲劳性能研究[D]. 武汉: 华中科技大学, 2017.
    [10]
    申真真. 高速铁路插板式冷弯钢声屏障结构分析与试验研究[D]. 南京: 东南大学, 2011.
    [11]
    赵允刚,王鑫涛,赵晋,等. 减载式声屏障对高速列车气动阻力影响分析[J]. 北京交通大学学报,2020,44(1): 77-83. doi: 10.11860/j.issn.1673-0291.20190024

    ZHAO Yungang, WANG Xingtao, Zhao Jing, et al. et al. Analysis of influence of load shedding noise barrier on aerodynamic resistance of high speed train[J]. Journal of Beijing Jiaotong University, 2020, 44(1): 77-83. doi: 10.11860/j.issn.1673-0291.20190024
    [12]
    苏卫青. 铁路声屏障设计综述[J]. 铁道工程学报,2018,35(8): 86-91. doi: 10.3969/j.issn.1006-2106.2018.08.017

    SU Weiqing. The summary of design of railway sound barrier[J]. Journal of Railway Engineering Society, 2018, 35(8): 86-91. doi: 10.3969/j.issn.1006-2106.2018.08.017
    [13]
    李小珍, 赵秋晨, 张迅, 等. 高速铁路半封闭式声屏障降噪效果测试与分析[J]. 西南交通大学学报, 2018, 53(4): 661-669

    LI Xiaozhen, ZHAO Qiuchen, ZHANG Xun. et al. Field test and analysis of noise reduction performance of high-speed railway semi-closed sound barriers[J] Journal of Southwest Jaiaotong University, 2018, 53(4): 661-669
    [14]
    罗云柯. 高速铁路半封闭声屏障的列车脉动风致振动分析[D]. 成都: 西南交通大学, 2018.
    [15]
    中华人民共和国住房和城乡建设部. 钢结构设计标准: GB 50017—2017 [S]. 北京: 建工出版社, 2017
    [16]
    铁道第三勘察设计院集团有限公司, 中铁第四勘察设计院集团有限公司. 高速铁路设计规范: TB 10621—2014[S]. 北京: 中国铁道出版社, 2015.
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