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タイトル別名
  • ULTIMATE STRENGTH OF REINFORCED CONCRETE FLOOR SLABS
  • テッキン コンクリート ショウバン ノ シュウキョク キョウド ニ ツイテ

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抄録

Reinforced concrete slabs varying in span-thickness ratio, steel percentage, effective depth, aspect ratio and edge restraint conditions were tested under load to failure with the result discussed in this report. There it is noted that the ultimate load-bearing capacity of these structures is overall in reasonably close agreement with the Johansen value obtained from the moment resistance in consideration of concrete tensile strength.

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