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Development of Design Criteria for Continuous Composite Steel-Concrete Bridges. Tests of Composite Beams Under Negative Moment

I. Garcia / J. H. Daniels

The purpose of the composite beam tests which are described in this report was two-fold: to investigate the effect of the amount of longitudinal steel in the slab of a composite beam when subjected to negative bending moment conditions, and to determine whether or not it is possible to simulate the negative moment region of continuous composite beams by using simple beams which duplicate the section properties of the proposed negative moment region. Static tests to failure were made on 21 WF 62 beams composite with a 6 inch x 60 inch reinforced concrete slab. (BPR abstract)

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Development of Design Criteria for Continuous Composite Steel-Concrete Bridges. Tests of Composite Beams Under Negative Moment

I. Garcia / J. H. Daniels

The purpose of the composite beam tests which are described in this report was two-fold: to investigate the effect of the amount of longitudinal steel in the slab of a composite beam when subjected to negative bending moment conditions, and to determine whether or not it is possible to simulate the negative moment region of continuous composite beams by using simple beams which duplicate the section properties of the proposed negative moment region. Static tests to failure were made on 21 WF 62 beams composite with a 6 inch x 60 inch reinforced concrete slab. (BPR abstract)

Development of Design Criteria for Continuous Composite Steel-Concrete Bridges. Tests of Composite Beams Under Negative Moment

I. Garcia / J. H. Daniels

The purpose of the composite beam tests which are described in this report was two-fold: to investigate the effect of the amount of longitudinal steel in the slab of a composite beam when subjected to negative bending moment conditions, and to determine whether or not it is possible to simulate the negative moment region of continuous composite beams by using simple beams which duplicate the section properties of the proposed negative moment region. Static tests to failure were made on 21 WF 62 beams composite with a 6 inch x 60 inch reinforced concrete slab. (BPR abstract)

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Title:

Development of Design Criteria for Continuous Composite Steel-Concrete Bridges. Tests of Composite Beams Under Negative Moment

Contributors:

I. Garcia (author) / J. H. Daniels (author)

Publication date:

1971

Size:

76 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Structural Mechanics , Composite beams , Highway bridges , Bending moments , Design criteria , Shear strain , Strain measurement , Loads(Forces) , Crack initiation , Static tests

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