Research on Fatigue Performance of the Rib Beam Bridge Carriageway Slab Based on Cumulative Damage T...
Research on Fatigue Performance of the Rib Beam Bridge Carriageway Slab Based on Cumulative Damage Theory
About this item
Full title
Author / Creator
Publisher
New York: Hindawi
Journal title
Language
English
Formats
Publication information
Publisher
New York: Hindawi
Subjects
More information
Scope and Contents
Contents
The purpose of this paper is to study the development law of fatigue damage of the carriageway slab of reinforced concrete ribbed girder bridge and to provide theoretical support for carriageway slab design. The fatigue test of reinforced concrete rib beam bridge carriageway slabs was conducted. Based on the material fatigue damage theory, the fati...
Alternative Titles
Full title
Research on Fatigue Performance of the Rib Beam Bridge Carriageway Slab Based on Cumulative Damage Theory
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_53530a5a785047aa90b99b5e55dd8512
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_53530a5a785047aa90b99b5e55dd8512
Other Identifiers
ISSN
1687-8086
E-ISSN
1687-8094
DOI
10.1155/2022/7455038
