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Summary of theory of buckling for homogeneous materials, especially reinforced concrete; determination of flexural and torsional rigidities in uncracked, cracked elastic, and cracked plastic states; tests were made on 2 series of beams: 6 of rectangular section and 4 inverted L beams; it is concluded that factors of span-width ratio, width-height ratio, and percentage of reinforcement and its distribution are of equal importance.
Summary of theory of buckling for homogeneous materials, especially reinforced concrete; determination of flexural and torsional rigidities in uncracked, cracked elastic, and cracked plastic states; tests were made on 2 series of beams: 6 of rectangular section and 4 inverted L beams; it is concluded that factors of span-width ratio, width-height ratio, and percentage of reinforcement and its distribution are of equal importance.
Lateral buckling of slender reinforced concrete beams
Mag Concrete Research
Siev, A. (author)
1960
10 pages
Article (Journal)
English
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