程选生, 杜修力. 三边固支一边自由混凝土矩形薄板的热弯曲[J]. 工程力学, 2013, 30(4): 97-106. DOI: 10.6052/j.issn.1000-4750.2011.12.0865
引用本文: 程选生, 杜修力. 三边固支一边自由混凝土矩形薄板的热弯曲[J]. 工程力学, 2013, 30(4): 97-106. DOI: 10.6052/j.issn.1000-4750.2011.12.0865
CHENG Xuan-sheng, DU Xiu-li. THE THERMAL BEND OF CONCRETE RECTANGULAR THIN PLATE WITH THREE CLAMPED SIDES AND ONE FREE SIDE[J]. Engineering Mechanics, 2013, 30(4): 97-106. DOI: 10.6052/j.issn.1000-4750.2011.12.0865
Citation: CHENG Xuan-sheng, DU Xiu-li. THE THERMAL BEND OF CONCRETE RECTANGULAR THIN PLATE WITH THREE CLAMPED SIDES AND ONE FREE SIDE[J]. Engineering Mechanics, 2013, 30(4): 97-106. DOI: 10.6052/j.issn.1000-4750.2011.12.0865

三边固支一边自由混凝土矩形薄板的热弯曲

THE THERMAL BEND OF CONCRETE RECTANGULAR THIN PLATE WITH THREE CLAMPED SIDES AND ONE FREE SIDE

  • 摘要: 为了得到温度作用下三边固支一边自由混凝土矩形薄板的挠度和弯矩解析解。该文基于薄板的小挠度理论和叠加原理,考虑横向变温情况,将温度作用下的三边固支一边自由矩形薄板看作是面内温差作用下的三边简支一边自由的矩形薄板和相邻三边作用弯矩的三边简支一边自由矩形薄板的叠加。首先,通过在自由边界上试设具有待定参数的挠度函数,采用李维解法,推导出三边简支一边自由矩形薄板在自由边界挠度函数作用下的解析解;其次,推导出温度作用下三边简支一边自由矩形薄板的解析解;再之,利用相邻三边弯矩作用下四边简支矩形薄板的解答,推导出相邻三边弯矩作用下三边简支一边自由矩形薄板的解答;最后,采用叠加原理得出横向变温作用下三边固支一边自由矩形薄板的挠度和弯矩解析解,并利用MATLAB编制程序得到横向变温作用下三边固支一边自由矩形薄板的计算系数用表,从而为以后工程结构中三边固支一边自由混凝土矩形薄板在热环境下的设计计算提供了理论依据。

     

    Abstract: In order to obtain the deflection and bending analytical solution about concrete rectangular thin plate (RTP) of three clamped sides and one free side, in this paper, based on the small deflection plate theory and superposition principle, considering temperature variation which is perpendicular to surface, the RTP of three clamped sides and one free side under temperature disparity is regarded as under the superposition of temperature disparity and the bending moment with three adjacent sides. Firstly, by supposing deflection function which has undetermined parameter at free side, and adopting Levy method, the closed solution about the RTP under free boundary constraints is obtained;Secondly, the closed solution under temperature disparity is obtained;Thirdly, using the solution of RTP with four simply supported sides under the bending moment on three adjacent sides, the solution of RTP with three simply supported sides and one free side under the bending moment on three adjacent sides is obtained;Finally, the deflection and bending analytical solution about RTP of three clamped sides and one free side under temperature disparity is acquired adopting the superposition principle, and calculation coefficient table about concrete RTP of three clamped sides and one free side under temperature disparity is obtained using MATLAB. And so a theory calculation base about concrete RTP with three clamped sides and one side free under temperature disparity in engineering structure is provided for engineering design.

     

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