Finite Element Analysis of Local Pressure Failure Mechanism of RPC
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Détails bibliographiques
| Auteur(s): |
Moneef Mohamed Elobaid Musa
(Department of Structural Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, CHINA)
Xiong Xueyu (Department of Structural Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, CHINA) Landry Wilfried Tim Sob (Department of Structural Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, CHINA) Wael Alhaddad (Department of Structural Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China) Md Nasir Uddin (Department of Disaster Mitigation for structure, Tongji University, 1239 Siping Road, Shanghai 200092, CHINA) Faharidine Mahamoudou (Department of Disaster Mitigation for structure, Tongji University, 1239 Siping Road, Shanghai 200092, 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): | 686-694 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/nanjing.2022.0686 | ||||
| Abstrait: |
Reactive powder concrete (RPC) has been widely used due to its high tensile and compressive strength and excellent durability. However, the failure mechanism of RPC local pressure is still unclear. Therefore, reasonable structural dimensions of the finite element model (FEM) and the relevant parameters of the RPC were selected to deeply explore the local pressure of the RPC under the local loading. The FEM of the axial local compression of the RPC with different constitutive models was built. The whole nonlinear analysis process of the local pressure of RPC was completed, and the failure mode, stress distribution, and maximum plastic principal strain of the specimen were analyzed. The model shows that the local pressure performance of RPC is improved due to the increase of ultimate tensile strength, the local pressure failure mode of RPC conforms to the wedge split theory, and the orthogonal ties can uniformly distribute the pressure stresses. |
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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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