TY  - BOOK
AU  - Chom Tantitamtaworn
AU  - Usami,Tsutomu
AU  - Wireland,Martin
AU  - Worsak Kanok-Nukulchai, 
ED  - The Government of Japan, 
TI  - Large displacement analysis of stiffened columns with local buckling
T2  - Thesis
PY  - 1983///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Column
KW  - Testing
KW  - Buckling (Mechanics)
N1  - A thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology; Thesis (M.Eng.) - Asian Institute of Technology, 1983
N2  - A 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.
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B21006
ER  -