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Shear buckling of unstiffened hybrid beams
Investigation of web buckling strength of hybrid beams was conducted to determine maximum web slenderness ratio for unstiffened webs to prevent web buckling before general yielding in beams subjected to combined bending moment and shearing force; theoretical equations were derived to predict shear-buckling strength; equations are written for any amount of web yielding; six test results are presented for beams with A514 steel flanges and both carbon steel and high-strength low-alloy steel webs.
Shear buckling of unstiffened hybrid beams
Investigation of web buckling strength of hybrid beams was conducted to determine maximum web slenderness ratio for unstiffened webs to prevent web buckling before general yielding in beams subjected to combined bending moment and shearing force; theoretical equations were derived to predict shear-buckling strength; equations are written for any amount of web yielding; six test results are presented for beams with A514 steel flanges and both carbon steel and high-strength low-alloy steel webs.
Shear buckling of unstiffened hybrid beams
ASCE -- Proc (J Structural Div)
Carskaddan, P.S. (author)
1968
26 pages
Article (Journal)
English
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Plastic shear buckling of unstiffened stocky plates
| Online Contents | 2009
Plastic shear buckling of unstiffened stocky plates
| Elsevier | 2009
Plastic shear buckling of unstiffened stocky plates
| Online Contents | 2009