Short Stud Arrangement Effect on Flexural Behavior of Steel-UHPC Composite Decks
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Détails bibliographiques
| Auteur(s): |
Lepeng Zhang
(College of Civil Engineering, Tongji University, Shanghai, China)
Han Xiao (College of Civil Engineering, Tongji University, Shanghai, China) Chen Xu (College of Civil Engineering, Tongji University, Shanghai, China) Yi Xu (College of Civil Engineering, Tongji University, Shanghai, China) Wuchao He (Shanghai Municipal Engineering Design Institute (Group) Co., Ltd, Shanghai, China) Biao Ma (Shanghai Municipal Engineering Design Institute (Group) Co., Ltd, Shanghai, China) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Publié dans: | IABSE Congress Nanjing 2022 | ||||
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| Page(s): | 607-615 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/nanjing.2022.0607 | ||||
| Abstrait: |
To investigate the effects of short stud arrangement on flexural behavior of steel-UHPC composite decks, a static bending test was conducted on a full-scale segmental specimen and a parametric analysis was executed based on a validated finite-element model. The test results showed that when UHPC crack width reached 0,10 mm, the measured strain of UHPC was 1568 με, accounting for 47% of the material ultimate tensile strain. And the corresponding nominal stress of UHPC was largely over the material cracking stress. The parametric analysis results showed that increasing stud spacing from 200 mm to 300 mm increased the UHPC cracking load by 9,7% because of a lower composite action; compared with the normal arrangement, studs arranged in groups with the same amount could increase the UHPC cracking load by 11,1% while maintaining the combined effect. However, this was under the condition that the steel and UHPC partially interacted. |
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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