Research Article
Jan 1940
Design of Dowels in Transverse Joints of Concrete Pavements
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 105, Issue 1
Abstract
Technical literature lacks a rational solution for the deflections and stresses in and around dowels through transverse joints in concrete pavements. The action of the dowel may be established according to general elastic formulas governing for an elastic structure in a yielding mass. These elastic equations are presented herein in simple form and are applied to round dowels such as may be used in road joints under assumed, approximately correct, conditions of yield in the concrete around the dowels. The economical length of dowels is indicated.
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Published In
Transactions of the American Society of Civil Engineers
Volume 105 • Issue 1 • January 1940
Pages: 1076 - 1095
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© 1940 American Society of Civil Engineers.
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Published in print: Jan 1940
Published online: Feb 10, 2021
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Authors
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Bengt F. Friberg, J.ASCE
Research Engr., Laclede Steel Co., St. Louis, Mo.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.