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Ultimate Load Response of a Steel I Beam Composite Multi-Girder Simple Span Bridge Model

C. P. Heins / R. O. Holliday / C. H. Yoo

The purpose of the research work is to examine the response of a multigirder composite bridge model and to correlate the experimental ultimate load to the value predicted by an analytical technique. The elastic, elastic-plastic, and fully plastic response of the model is presented in terms of deflections and strains in the model. These functions are also compared to the analytical results. The resulting comparison indicates that the analytical technique is an accurate predictor of the ultimate load. Thus, the use of this analytical technique should provide reasonable results in parametric studies.

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Ultimate Load Response of a Steel I Beam Composite Multi-Girder Simple Span Bridge Model

C. P. Heins / R. O. Holliday / C. H. Yoo

The purpose of the research work is to examine the response of a multigirder composite bridge model and to correlate the experimental ultimate load to the value predicted by an analytical technique. The elastic, elastic-plastic, and fully plastic response of the model is presented in terms of deflections and strains in the model. These functions are also compared to the analytical results. The resulting comparison indicates that the analytical technique is an accurate predictor of the ultimate load. Thus, the use of this analytical technique should provide reasonable results in parametric studies.

Ultimate Load Response of a Steel I Beam Composite Multi-Girder Simple Span Bridge Model

C. P. Heins / R. O. Holliday / C. H. Yoo

The purpose of the research work is to examine the response of a multigirder composite bridge model and to correlate the experimental ultimate load to the value predicted by an analytical technique. The elastic, elastic-plastic, and fully plastic response of the model is presented in terms of deflections and strains in the model. These functions are also compared to the analytical results. The resulting comparison indicates that the analytical technique is an accurate predictor of the ultimate load. Thus, the use of this analytical technique should provide reasonable results in parametric studies.

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Document information

Title:

Ultimate Load Response of a Steel I Beam Composite Multi-Girder Simple Span Bridge Model

Contributors:

C. P. Heins (author) / R. O. Holliday (author) / C. H. Yoo (author)

Publication date:

1974

Size:

135 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Highway Engineering , Highway bridges , Loads(Forces) , Girder bridges , Mathematical models , Deflection , Strains , Elastic properties , Analysis(Mathematics) , Beams(Support) , Safety engineering , I beams , DOT/4CZ/CB

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