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008 090421s1977 th uu|m rtt 0| a1eng d
035 _a.b10233337
099 9 _aAIT Thesis no.1036
100 0 _aSomkiat Jutarasaga
245 1 0 _aElastic large deflection analysis of unstiffened and stiffened plates
_bunder linearly-varying edge compressive loading
260 _aBangkok :
_bAsian Institute of Technology,
_c1977
300 _a34 p.
490 1 _aThesis ;
_vno. 1036
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1977
520 _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.
650 0 _aElastic plates and shells
700 1 _aUsami, Tsutomu,
_eChairperson
710 2 _aThe Royal Danish Government,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 1036
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B22819
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