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A platform for research: civil engineering, architecture and urbanism
One possible simplification in recommendations for design of reinforced concrete columns
Various modes of failure of short reinforced concrete column are discussed; it is shown that in attempting to define true shape of strength envelope for columns controlled by tension recommendations of British Standard CP 114 (1957) neglect one probable mode of failure; simple linear approximation to shape of this envelope is proposed, which is similar to recommendations already used for columns controlled by compression.
One possible simplification in recommendations for design of reinforced concrete columns
Various modes of failure of short reinforced concrete column are discussed; it is shown that in attempting to define true shape of strength envelope for columns controlled by tension recommendations of British Standard CP 114 (1957) neglect one probable mode of failure; simple linear approximation to shape of this envelope is proposed, which is similar to recommendations already used for columns controlled by compression.
One possible simplification in recommendations for design of reinforced concrete columns
Structural Concrete
Dougill, J.W. (author)
1965
4 pages
Article (Journal)
English
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