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Reinforcement in continuous concrete pavements
Straight forward reinforcement design procedure for continuously reinforced concrete highway pavements; upon selection of maximum permissible crack width, section of slab between cracks is analyzed to satisfy static equilibrium, under assumption that slab length does not change; formulas for necessary crack spacing and optimum steel area and perimeter.
Reinforcement in continuous concrete pavements
Straight forward reinforcement design procedure for continuously reinforced concrete highway pavements; upon selection of maximum permissible crack width, section of slab between cracks is analyzed to satisfy static equilibrium, under assumption that slab length does not change; formulas for necessary crack spacing and optimum steel area and perimeter.
Reinforcement in continuous concrete pavements
ASCE -- Proc (J Highway Div)
Yerlici, V.A. (author)
1958
8 pages
Article (Journal)
English
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