Load Distribution of Composite Girder-Slab Systemsby G. Hondros,
Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 11, Pg. 79-110
Document Type: Journal Paper
Actual and theoretical behavior and effect of skew angle of bridge and torsional stiffness of girders are assessed; it was found that neutral planes of girders are neither coplanar nor stationary and this phenomenon is explained by induced distributed longitudinal forces in slab; description of test models; test results and instrumentation used.
Subject Headings: Load distribution | Girders | Load factors | Composite materials | Model tests | Girder bridges | Bridge tests | Torsion | Stiffening | Skew bridges | Skewness
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