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Shrinkage and Fatigue Performance of Novel Post-Combined Steel- UHPC Composite Decks

 Shrinkage and Fatigue Performance of Novel Post-Combined Steel- UHPC Composite Decks
Author(s): , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 937-943
DOI: 10.2749/nanjing.2022.0937
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Considerable UHPC shrinkage has an enormous impact on steel-UHPC composite deck. To this end, a novel post-combined orthotropic steel-naturally cured UHPC composite deck was proposed in this paper....
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Bibliographic Details

Author(s): (Department of Bridge Engineering, Tongji University, Shanghai, China.)
(Department of Bridge Engineering, Tongji University, Shanghai, China.)
(Department of Bridge Engineering, Tongji University, Shanghai, China.)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 937-943 Total no. of pages: 7
Page(s): 937-943
Total no. of pages: 7
DOI: 10.2749/nanjing.2022.0937
Abstract:

Considerable UHPC shrinkage has an enormous impact on steel-UHPC composite deck. To this end, a novel post-combined orthotropic steel-naturally cured UHPC composite deck was proposed in this paper. Two full-scale segmental steel-UHPC composite decks, one normal while the other post-combined, were fabricated for shrinkage monitoring and fatigue loading tests. The monitoring results showed that shrinkage-induced secondary stress on the steel deck of the post- combined specimen was lower than that of the normal one. And the fatigue loading test results showed that there was no significantly worse damage on the rib-deck weld detail in the post- combined specimen. In other words, the post-combined method mitigated UHPC shrinkage restraint without obvious deterioration to fatigue resistance. It contributed to establishing an economical alternative that could effectively address the adverse shrinkage effect on a steel-UHPC composite deck.

Keywords:
fatigue damage steel-UHPC composite deck post-combined method shrinkage effect group studs
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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