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It is shown that, as area of steel reinforcement in concrete slab is increased from zero, there is accompanying decrease in stress concentration until point is reached where any further increase in area of reinforcement results in corresponding increase in stress concentration.
It is shown that, as area of steel reinforcement in concrete slab is increased from zero, there is accompanying decrease in stress concentration until point is reached where any further increase in area of reinforcement results in corresponding increase in stress concentration.
Reinforced circular hole in concrete slab
Engineering
Hicks, R. (Autor:in)
Engineering ; 176
1953
2 pages
Aufsatz (Zeitschrift)
Englisch
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