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Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's...

Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2533987062

Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's carriageway slab

About this item

Full title

Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's carriageway slab

Publisher

Bingley: Emerald Publishing Limited

Journal title

International journal of structural integrity, 2021-02, Vol.12 (2), p.241-260

Language

English

Formats

Publication information

Publisher

Bingley: Emerald Publishing Limited

More information

Scope and Contents

Contents

PurposeThe fatigue problems of the carriageway slabs of reinforced concrete rib-beam bridges were studied. The analysis of the carriageway slabs could not achieve the actual stress state.Design/methodology/approachBased on this characteristic, the reinforced concrete T-beam group structure system was taken as the research object. Four scale models...

Alternative Titles

Full title

Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's carriageway slab

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2533987062

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2533987062

Other Identifiers

ISSN

1757-9864

E-ISSN

1757-9872

DOI

10.1108/IJSI-01-2020-0008

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