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035 _a.b10396597
099 9 _aAIT Thesis no.ST-83-03
100 1 _aFernando, Viraj Malsiri
245 1 0 _aLarge displacement analysis of plane curved members by mixed finite element method
260 _aBangkok :
_bAsian Institute of Technology,
_c1983
300 _avii, 57 p.
490 1 _aThesis ;
_vno. ST-83-03
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 _aIn this study, a mixed curved beam finite element approach is used to derive the formulations for large displacement analysis of thin walled curved members. Newton-Raphson iteration technique with total Lagrangian approach is used to solve the equations which are obtained using the incremental form of the Reissner variational principle. Shear terms are neglected in the formulation. The fundamental unknowns consist of six internal forces and displacements which contribute seven degrees of freedom. The polynomial interpolation functions used in stress resultants are discontinuous while displacements are continuous at the inter element boundaries. Numerical examples are presented to show the validity of the solutions obtained by the mixed finite element method.
650 0 _aGirders
650 0 _aFinite element method
700 1 _aUsami, Tsutomu,
_eChairperson
700 1 _aWireland, Martin,
_eExamination Committee
700 0 _aWorsak Kanok-Nukulchai,
_eExamination Committee
710 2 _aThe Royal Norwegian Government,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. ST-83-03
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B20981
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