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Concrete beams and columns with bundled reinforcement
Comparative tests on spaced and bundled longitudinal reinforcement; no significant difference in behavior or ultimate strength was found for pairs of beams; bundling was found to be safe detailing procedure, for tied columns, when adequate ties are provided, even for 6.6% longitudinal reinforcement; spliced bundled reinforcement in columns is feasible.
Concrete beams and columns with bundled reinforcement
Comparative tests on spaced and bundled longitudinal reinforcement; no significant difference in behavior or ultimate strength was found for pairs of beams; bundling was found to be safe detailing procedure, for tied columns, when adequate ties are provided, even for 6.6% longitudinal reinforcement; spliced bundled reinforcement in columns is feasible.
Concrete beams and columns with bundled reinforcement
ASCE -- Proc (J Structural Div)
Hanson, N.W. (author) / Reiffenstuhl, H. (author)
1958
23 pages
Article (Journal)
English
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