IMECH-IR  > 流固耦合系统力学重点实验室
Continuous-discontinuous element method for simulating three-dimensional reinforced concrete structures
Huang, Junguang1; Feng C(冯春)2,4; Wang, Xueya3; Zhang, Yiming1
Corresponding AuthorFeng, Chun([email protected])
Source PublicationSTRUCTURAL CONCRETE
2024-03-19
Pages16
ISSN1464-4177
AbstractReinforced concrete structures experience crack propagation, bond-slip, and accompanied stress redistributions when subjected to high loading levels, as a typical continuous-discontinuous process. This work proposes a numerical system composed of discrete blocks, springs, and one-dimensional bolt elements within the continuous-discontinuous element method (CDEM) framework. This hybrid finite-discrete element method is enhanced by explicit integration. By simulating the pull-out tests, the mechanical interactions between bars and concrete are determined. Numerical studies demonstrate the effectiveness of the proposed method in capturing the process of multiple crack propagation and bond-slip in three-dimensional reinforced concrete structures, such as columns and beams.
Keywordcontinuous-discontinuous element method (CDEM) coupling failure numerical simulation reinforced concrete
DOI10.1002/suco.202300531
Indexed BySCI ; EI
Language英语
WOS IDWOS:001187100000001
WOS KeywordFINITE-ELEMENT ; SEMICIRCULAR SPECIMENS ; SOFT ROCK ; DAMAGE
WOS Research AreaConstruction & Building Technology ; Engineering
WOS SubjectConstruction & Building Technology ; Engineering, Civil
Funding ProjectNational Natural Science Foundation of China[52178324] ; National Natural Science Foundation of China (NSFC)
Funding OrganizationNational Natural Science Foundation of China ; National Natural Science Foundation of China (NSFC)
Classification二类
Ranking1
ContributorFeng, Chun
Citation statistics
Cited Times:22[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/94724
Collection流固耦合系统力学重点实验室
Affiliation1.Hebei Univ Technol, Sch Civil & Transportat Engn, Tianjin, Peoples R China;
2.Chinese Acad Sci, Inst Mech, Beijing, Peoples R China;
3.Ningbo Univ, Fac Mech Engn & Mech, Zhejiang, Peoples R China;
4.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
Recommended Citation
GB/T 7714
Huang, Junguang,Feng C,Wang, Xueya,et al. Continuous-discontinuous element method for simulating three-dimensional reinforced concrete structures[J]. STRUCTURAL CONCRETE,2024:16.Rp_Au:Feng, Chun
APA Huang, Junguang,冯春,Wang, Xueya,&Zhang, Yiming.(2024).Continuous-discontinuous element method for simulating three-dimensional reinforced concrete structures.STRUCTURAL CONCRETE,16.
MLA Huang, Junguang,et al."Continuous-discontinuous element method for simulating three-dimensional reinforced concrete structures".STRUCTURAL CONCRETE (2024):16.
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