2006•ACI Concrete InternationalRequires access

Hybrid Bridge Girders: A Preliminary Design Example

Yu-Lin Fan, Y. L. Mo, Reagan S. Herman

Open publisher page 1 citations

Abstract

The Texas Department of Transportation is investigating the use of hybrid box girders comprising prestressing steel, concrete flanges, and corrugated steel webs. They are hoping this can be a cost-saving measure over the more expensive precast-prestressed concrete U-beams for spans exceeding 120 feet. The design example shows the analysis of a hybrid girder subjected to vertical loads and includes step-by-step configurations and computations for checking slab stresses and moment capacity, corrugated steel webs and shear connectors.

About this research paper

What this paper is about

The Texas Department of Transportation is investigating the use of hybrid box girders comprising prestressing steel, concrete flanges, and corrugated steel webs. They are hoping this can be a cost-saving measure over the more expensive precast-prestressed concrete U-beams for spans exceeding 120 feet. The design example shows the analysis of a hybrid girder subjected to vertical loads and includes step-by-step configurations and computations for checking slab stresses and moment capacity, corrugated steel webs and shear connectors.

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The Texas Department of Transportation is investigating the use of hybrid box girders comprising prestressing steel, concrete flanges, and corrugated steel webs. They are hoping this can be a cost-saving measure over the more expensive precast-prestressed concrete U-beams for spans exceeding 120 feet. The design example shows the analysis of a hybrid girder subjected to vertical loads and includes step-by-step configurations and computations for checking slab stresses and moment capacity, corrugated steel webs and shear connectors.

Key concepts: Precast concrete, Girder, Structural engineering, Slab, Prestressed concrete, Engineering, Shear (geology), Bridge (graph theory)

Related papers

Back to paper searchBrowse research topicsOriginal source
Hybrid Bridge Girders: A Preliminary Design Example — Research Paper | ScholarLens