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    Improved Calculation Method for Vertical Thermal Instability of Longitudinally Continuous Structures

    Source: Journal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 011::page 04022090
    Author:
    Xiaokai Liu
    ,
    Jieling Xiao
    ,
    Xueyi Liu
    ,
    Rongshan Yang
    DOI: 10.1061/JTEPBS.0000725
    Publisher: ASCE
    Abstract: A longitudinal continuous structure will become vertically unstable under longitudinal temperature pressure. The classical analytical calculation method of this issue was insufficient to explain the rationality of the rigid foundation assumption and not accurate enough. Based on this, this paper did the following work. The stress and vertical deformation characteristics of a longitudinally continuous structure under longitudinal temperature pressure with a flexible foundation were analyzed. Based on the waveform curve after upper arch, the equilibrium path of vertical instability of the longitudinal continuous structure with initial irregularity was derived by the principle of stationary potential energy. An improved calculation method for vertical thermal instability in longitudinal continuous structure was also proposed, which was verified through a comparative analysis using experimental data and a finite-element calculation. Our proposed method was also compared with Taylor’s method. The results justify the assumption of a rigid foundation to approximate a foundation of finite stiffness (e.g., for longitudinal continuous track) in a mechanical analysis. The equilibrium path of longitudinal continuous structure under longitudinal temperature pressure involves three main stages: stability, expansion, and instability. Without considering the postbuckling, the friction coefficient affects the stability of longitudinally continuous structures negligibly. The equilibrium paths and the waveforms obtained by our proposed method, the test, and the finite-element calculation were relatively close, which validates our proposed method. The equilibrium path obtained by Taylor’s method changes in a manner similar to that obtained by our proposed method, but Taylor’s temperature rise is 24%–30% lower than that obtained by our proposed method (only considering the stability and expansion stage). It is concluded that the present method is more accurate.
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      Improved Calculation Method for Vertical Thermal Instability of Longitudinally Continuous Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4289496
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorXiaokai Liu
    contributor authorJieling Xiao
    contributor authorXueyi Liu
    contributor authorRongshan Yang
    date accessioned2023-04-07T00:39:43Z
    date available2023-04-07T00:39:43Z
    date issued2022/11/01
    identifier otherJTEPBS.0000725.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289496
    description abstractA longitudinal continuous structure will become vertically unstable under longitudinal temperature pressure. The classical analytical calculation method of this issue was insufficient to explain the rationality of the rigid foundation assumption and not accurate enough. Based on this, this paper did the following work. The stress and vertical deformation characteristics of a longitudinally continuous structure under longitudinal temperature pressure with a flexible foundation were analyzed. Based on the waveform curve after upper arch, the equilibrium path of vertical instability of the longitudinal continuous structure with initial irregularity was derived by the principle of stationary potential energy. An improved calculation method for vertical thermal instability in longitudinal continuous structure was also proposed, which was verified through a comparative analysis using experimental data and a finite-element calculation. Our proposed method was also compared with Taylor’s method. The results justify the assumption of a rigid foundation to approximate a foundation of finite stiffness (e.g., for longitudinal continuous track) in a mechanical analysis. The equilibrium path of longitudinal continuous structure under longitudinal temperature pressure involves three main stages: stability, expansion, and instability. Without considering the postbuckling, the friction coefficient affects the stability of longitudinally continuous structures negligibly. The equilibrium paths and the waveforms obtained by our proposed method, the test, and the finite-element calculation were relatively close, which validates our proposed method. The equilibrium path obtained by Taylor’s method changes in a manner similar to that obtained by our proposed method, but Taylor’s temperature rise is 24%–30% lower than that obtained by our proposed method (only considering the stability and expansion stage). It is concluded that the present method is more accurate.
    publisherASCE
    titleImproved Calculation Method for Vertical Thermal Instability of Longitudinally Continuous Structures
    typeJournal Article
    journal volume148
    journal issue11
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000725
    journal fristpage04022090
    journal lastpage04022090_8
    page8
    treeJournal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 011
    contenttypeFulltext
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