Research Article
Apr 1972

Multicell Curved Girder Model Studies

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Publication: Journal of the Structural Division
Volume 98, Issue 4

Abstract

The behavior of a single two-span, three-cell plexiglass model is predicted by the Slope Deflection Fourier Series Technique. This analytical technique had previously been applied to only open cross-sectional, I-type, bridge systems. The model was tested under various static concentrated loads. The resulting experimental deflection, rotation, and strain data for some loadings are reported. Effects of single and multicell torsional properties are examined. Results indicate that single cell properties can be applied in the analysis, and warping effects may be neglected.

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Published In

Journal of the Structural Division
Volume 98Issue 4April 1972
Pages: 831 - 843

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Published in print: Apr 1972
Published online: Feb 1, 2021

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Conrad P. Heins Jr., AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Maryland, College Park, MD.
Bijan Bonakdarpour
Res. Fac. Asst., Univ. of Maryland, College Park, MD.
Lansford C. Bell, AM.ASCE
Res. Fac. Asst., Univ. of Maryland, College Park, MD.

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