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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strength of elastically stabilized beams
Compression flange of beam is treated as column that is laterally unsupported except through elastic restraint from web; tension flange is assumed to be laterally supported and torsionally restrained by diaphragm or stringers; equations are developed for critical buckling stress of compression flange as function of elastic properties of stringers, diaphragm, and beam itself; various tension flanges are considered, including lipped types.
Strength of elastically stabilized beams
Compression flange of beam is treated as column that is laterally unsupported except through elastic restraint from web; tension flange is assumed to be laterally supported and torsionally restrained by diaphragm or stringers; equations are developed for critical buckling stress of compression flange as function of elastic properties of stringers, diaphragm, and beam itself; various tension flanges are considered, including lipped types.
Strength of elastically stabilized beams
ASCE -- Proc (J Structural Div)
Haussler, R.W. (Autor:in)
1964
46 pages
Aufsatz (Zeitschrift)
Englisch
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