Research Article
Oct 1958
Reinforcement in Continuous Concrete Pavements
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VIEW THE REPLYPublication: Journal of the Highway Division
Volume 84, Issue 3
Abstract
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.
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Published In
Journal of the Highway Division
Volume 84 • Issue 3 • October 1958
Pages: 1799-1 - 1799-8
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Oct 1958
Published online: Feb 6, 2021
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Authors
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Vedat A. Yerlici
Visiting Asst. Prof. of Civ. Eng., Lehigh Univ., Bethlehem Pa. Asst. Prof. of Civ. Eng., Robert College, Istanbul, Turkey.
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