RIGID FRAME HIGHWAY BRIDGE STUDY (ABRIDGEMENT)
This report, which describes the experimental and analytical details, presents data on the strains and deflections at midspan of the girders, and the strain data in the vicinity of one of the haunches. These data, together with the calculated values of bending moment based on the measurements, provided a basis for evaluation of the design and for comparison with subsequently calculated analytical data. It was found that the midspan flexural stresses and deflections in the five frames were sensitive to the transverse position of the test vehicle on the concrete deck. The live loads on the decks are not carried equally by the several components of the superstructure. However, the AASHTO specifications for the lateral distribution to stringers are highly conservative as design guides. The live load stresses as experimentally determined were small compared to live load stresses calculated in the design. The estimated values of the ratio of moduli of elasticity of steel to concrete and the effective width of the composite concrete slab have only a small effect on the section modulus of bottom fibers. Comments are also made on influence diagrams.
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Availability:
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Dynamics and Field Testing of Bridges. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- Kinnier, H L
- Barton, F W
- Publication Date: 1976
Media Info
- Media Type: Print
- Features: Figures; Photos; Tables;
- Pagination: pp 72-74
- Monograph Title: Bridge design, testing, and evaluation
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Serial:
- Transportation Research Record
- Issue Number: 607
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Bending moments; Bending stress; Bridge decks; Bridge design; Bridge superstructures; Bridges; Composite structures; Concrete; Deflection; Flexure; Girders; Influence lines; Live loads; Load transfer; Modulus of elasticity; Specifications; Strain (Mechanics); Stringers; Structural design
- Uncontrolled Terms: Bridge spans
- Old TRIS Terms: Haunches; Rigid frame bridges; Strains
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00157818
- Record Type: Publication
- ISBN: 0309025826
- Files: TRIS, TRB
- Created Date: Sep 28 1977 12:00AM