Experiment and validation of local bearing capacity for reactive powder concrete confined with high-strength spirals

• Autorzy: Li Sheng , Zheng Wenzhong , Zhou Wei , Jiang Zhisheng , Wang Ying

Identyfikatory

DOI

10.1007/s43452-021-00363-8

• Języki publikacji: EN

Abstrakty

EN

In this study, ten reactive powder concrete (RPC) specimens confined by high-strength spirals loaded over a limited area are used to investigate their behaviour and determine their local bearing capacity. The crack, wedge, and failure characteristics of RPC are discussed based on tests and simulation. The index of pressure versus deformation is used to evaluate the loading stages. The ratio of the cracking load to the ultimate load varies from 34 to 60%. A wedge pyramid is formed ahead of the bearing plate when approaching the ultimate load; thereafter, it slips downward, splitting the concrete below. The high-strength spirals did not yield even under the ultimate load. According to the test data, all the existing models for predicting the local bearing capacity are nonconservative. In this case, the effect of the actual stress caused by high-strength spirals is considered to further modify the existing calculation models when high-strength spirals are used, and a simple empirical equation for calculating the local bearing capacity of the RPC is developed. The equation and the models modified as described are verified experimentally.

Słowa kluczowe

EN

RPC; high-strength spirals; failure mechanism; actual spiral stress level

PL

RPC; spirala; nośność

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2022
• Tom: Vol. 22, no. 1
• Strony: art. no. e40, 2022
• Opis fizyczny: Bibliogr. 36 poz., fot., rys., wykr.

Twórcy

autor

Li Sheng

• School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China

autor

Zheng Wenzhong

• School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
• Key Lab of Structures Dynamic Behavior and Control Ministry of Education, Harbin Institute of Technology, Harbin 150090, China
• Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China

autor

Zhou Wei

• School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
• Key Lab of Structures Dynamic Behavior and Control Ministry of Education, Harbin Institute of Technology, Harbin 150090, China
• Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China

autor

Jiang Zhisheng

• School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China

autor

Wang Ying

• School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
• Key Lab of Structures Dynamic Behavior and Control Ministry of Education, Harbin Institute of Technology, Harbin 150090, China
• Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China

Bibliografia

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Uwagi

PL

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)