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035 _a.b10396603
099 9 _aAIT Thesis no.ST-83-17
100 0 _aChom Tantitamtaworn
245 1 0 _aLarge displacement analysis of stiffened columns with local buckling
260 _aBangkok :
_bAsian Institute of Technology,
_c1983
300 _avii, 43 p.
490 1 _aThesis ;
_vno. ST-83-17
500 _aA thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1983
520 _aA finite element formulation, based on an incremental method, is presented to predict the load-deformation characteristics of locally buckled steel columns. A stiffened column is regarded as an assemblage of a number of T-section elements and plate elements of which the local buckling length is fixed by transverse diaphragms. The effect of local buckling is taken into account by using an appropriate average stress-strain curve. several numerical examples are presented and compared with some available theoretical and experimental results. Good agreement is observed within the elastic range.
650 0 _aColumn
_xTesting
650 0 _aBuckling (Mechanics)
700 1 _aUsami, Tsutomu,
_eChairperson
700 1 _aWireland, Martin,
_eExamination Committee
700 0 _aWorsak Kanok-Nukulchai,
_eExamination Committee
710 2 _aThe Government of Japan,
_eExamination Committee
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. ST-83-17
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B21006
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