Author: Chen, W F;Atsuta, T
First published: N/A
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Chen, W F;Atsuta, T
The initial buckling of flat rectangular plates subjected to localized loading is analysed by a simple theoretical method in this paper. It is shown that the buckling loads may be derived as general expressions involving the plate loading and geometric parameters and that when compared with particular values obtained from a computer finite-element solution, they are accurate over a wide range of values of these parameters.
M.Z. Khan and A.C. Walker
I wish to compliment the authors for their very interesting and highly practical paper.
Professor Patricio A. Laura
The following reports on the performance of candidates in the Part 3 (Membership) examination and in the Technician Test held in January 1972 have been prepared from the reports of the respective examiners and are offered as a guide, both to those who
are preparing for future examinations and to those members of the Institution and others responsible for providing appropriate training and experience within the design office. It is hoped, too, that the notes will be of help to lecturers and others in
colleges offering courses in preparing for one or other of the Institution's examinations.