Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's carriageway slab
International Journal of Structural Integrity
ISSN: 1757-9864
Article publication date: 12 March 2020
Issue publication date: 13 April 2021
Abstract
Purpose
The 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/approach
Based on this characteristic, the reinforced concrete T-beam group structure system was taken as the research object. Four scale models of the carriageway slabs of reinforced concrete ribbed bridges were designed. The fatigue failure modes and actual fatigue resistance of the carriageway slabs with different length-to-side ratios were systematically studied through static load and fatigue experiments. Based on this, the concrete damage plasticity model (CDP model) was combined with numerical simulation analysis to study the influence of the length-to-short-side ratio of the carriageway slab on the fatigue performance and the remaining bearing capacity.
Findings
The results show that the fatigue failure of the carriageway slab is a three-stage failure; the ratio of the long and short sides has a significant effect on the fatigue performance of the carriageway slab. Under the same fatigue load level, the smaller the ratio of the long and short sides of the carriageway slab.
Originality/value
The fatigue resistance of the unidirectional board is significantly lower than that of the bidirectional board. It is recommended to use the bidirectional board in actual engineering design.
Keywords
Citation
Yu, T., Zhang, L. and Liu, Z. (2021), "Study on the effect of length–short side ratio on the fatigue performance of the rib girder bridge's carriageway slab", International Journal of Structural Integrity, Vol. 12 No. 2, pp. 241-260. https://doi.org/10.1108/IJSI-01-2020-0008
Publisher
:Emerald Publishing Limited
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