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On inelastic buckling in steel
On re-examination of problem of plate buckling in inelastic range, it was found that steel columns and plates can be compressed beyond yield point and even into strain hardening range without buckling; theoretical results for required geometric proportions presented and compared with experimental results obtained from tests on model columns, angles and WF-beams.
On inelastic buckling in steel
On re-examination of problem of plate buckling in inelastic range, it was found that steel columns and plates can be compressed beyond yield point and even into strain hardening range without buckling; theoretical results for required geometric proportions presented and compared with experimental results obtained from tests on model columns, angles and WF-beams.
On inelastic buckling in steel
ASCE -- Proc (J Eng Mechanics Div)
Haaijer, G. (author) / Thuerlimann, B. (author)
1958
48 pages
Article (Journal)
English
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