Need for Diaphragms in Concrete Box Girders

by Denison Campbell-Allen, Prof. of Civ. Engrg.; Univ. of Sydney, New South Wales, Australia,
Raymond J. L. Wedgwood, Engr.; Dept. of Main Roads, New South Wales, Australia,

Serial Information: Journal of the Structural Division, 1971, Vol. 97, Issue 3, Pg. 825-842

Document Type: Journal Paper

Discussion: McClure Richard M. (See full record)
Discussion: Rajaraman A. (See full record)
Discussion: Křístek Vladimír (See full record)

Abstract: The action of diaphragms in single-cell concrete box girders is covered with particular reference to torsional loading. A simple analysis of the distortion of boxes is presented in which the webs are treated as beams on elastic foundations. An empirical factor for the effective span of the top and bottom plates has been selected to agree with experimental results and this factor is consistent with values obtained from more elaborate analyses from other sources. Current designs are analyzed and the need for diaphragms is considered in terms of web moments and shears and transverse moments. The simplified analysis enables a designer to visualize readily the behavior of the box section. Diaphragms are generally required at bearings. In those few cases where diaphragms are required in the spans their spacing can be determined rationally.

Subject Headings: Diaphragms (structural) | Concrete | Box girders | Elastic analysis | Webs (structure) | Elastic foundations | Torsion | Load factors |

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