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Investigation deals with structural actions in which stresses are not proportional to loads, although proportional limit of material has not been exceeded and deflections remain small. Describes astatic and in particular, heterostatic action. Deals also with columns carrying axial and transverse loads at same time. Formulas are given for buckling of slabs and systems of crossing-beams. Classified bibliography.
Investigation deals with structural actions in which stresses are not proportional to loads, although proportional limit of material has not been exceeded and deflections remain small. Describes astatic and in particular, heterostatic action. Deals also with columns carrying axial and transverse loads at same time. Formulas are given for buckling of slabs and systems of crossing-beams. Classified bibliography.
Buckling of elastic structures
Am. Soc. Civ. Engrs., Proc
Westergaard, H.M. (author)
1921
79 pages
14 Figs.
Article (Journal)
English
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Buckling of Elastic Structures
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