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Influence of ties on behavior of reinforced concrete columns
Eleven rectangular tied columns were tested under concentric load to explore influence of arrangement and spacing of lateral ties on strength and behavior of columns; in three of columns, full ties were provided and in another three columns only exterior ties were used; two columns had ties only at ends and at midheight of columns, and three columns were provided with ties only at their ends; it was found that primary function of ties was to restrain concrete laterally so that it could develop its full strength in gradual type of compression failure.
Influence of ties on behavior of reinforced concrete columns
Eleven rectangular tied columns were tested under concentric load to explore influence of arrangement and spacing of lateral ties on strength and behavior of columns; in three of columns, full ties were provided and in another three columns only exterior ties were used; two columns had ties only at ends and at midheight of columns, and three columns were provided with ties only at their ends; it was found that primary function of ties was to restrain concrete laterally so that it could develop its full strength in gradual type of compression failure.
Influence of ties on behavior of reinforced concrete columns
Am Concrete Inst -- J
Pfister, J.F. (author)
1964
17 pages
Article (Journal)
English
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Influence of Ties on the Behaviour of Reinforced Concrete Columns
| UB Braunschweig | 1964
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