Li Shu-guang. Determination of Buckling Mode and Explicit Expression of Critical Load for Simply Supported Rectangular Orthotropic Plates under Biaxial Compression[J]. Applied Mathematics and Mechanics, 1988, 9(9): 851-856.
Citation: Li Shu-guang. Determination of Buckling Mode and Explicit Expression of Critical Load for Simply Supported Rectangular Orthotropic Plates under Biaxial Compression[J]. Applied Mathematics and Mechanics, 1988, 9(9): 851-856.

Determination of Buckling Mode and Explicit Expression of Critical Load for Simply Supported Rectangular Orthotropic Plates under Biaxial Compression

  • Received Date: 1987-01-15
  • Publish Date: 1988-09-15
  • C. Libove[1]proved that at least one of the halfwave numbers m and n in x and y directions of the buckling mode will be I for simply supported rectangular ort hot ropic plates under biaxial compression. This paper will give the physical conditions of m=1or n=1, and, at the same time, show the way of finding appropriate value of m when n=1 and that of n when m=1 and even lead to explicit expression for m and n. Thus, the buckling mode may be determined completely and the expression of critical load may beformlated explicitly.
  • loading
  • [1]
    Libove,Č.,Buckling pattern of biaxiaily compressed simply supported orthotropic rectangular plates,J.Composite Materials,17,Jan.(1983),45-47.
    [2]
    S,P.铁摩辛柯,J.M.盖莱,《弹性稳定理论》(第二版),张福范译,科学出版社(1965)§9.3节.
    [3]
    李曙光,扁曲板轴压屈曲问题的进一步研究,航空学报,工程增刊,试刊第四期(1986,12).
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (1824) PDF downloads(468) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return