01690cas a2200217 a 450000500170000000800410001703500150005810000230007324501240009626000520022030000100027249000230028250001630030550200580046852007080052665000300123470000340126471000540129881000550135285600650140720260818095421.0090421s1977    th uu|m rtt   0|  a1eng d  a.b102333370 aSomkiat Jutarasaga10aElastic large deflection analysis of unstiffened and stiffened plates bunder linearly-varying edge compressive loading  aBangkok :bAsian Institute of Technology,c1977  a34 p.1 aThesis ;vno. 1036  aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.  aThesis (M.Eng.) - Asian Institute of Technology, 1977  aThe elastic post-buckling behavior of stiffened and unstiffened rectangular plates under linearly varying edge compression is presented.  Theoretical analysis of s imply supported plates with two different unloaded edge conditions is considered. The effects of initial imperfections are allowed for in the analysis.  The theoretical investigation begins with the Marguerre 's compatibility equation and proceeds to obtain a solution by the energy method. In this  paper, the collapse criterion is so specified that the mean membrane stress along the unloaded edge reaches the yield stress of the plate material.  Numerical results are presented graphically and compared with some available test results. 0aElastic plates and shells1 aUsami, Tsutomu, eChairperson2 aThe Royal Danish  Government, eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. 1036  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B22819