IMECH-IR  > 流固耦合系统力学重点实验室
Investigation of concrete pavement cracking under multi-head impact loading via the continuum-discontinuum element method
Zhang QL1; Zhi ZH1; Feng C(冯春)2; Cai YC1; Pang GH1; Yue JC1
Corresponding AuthorYue Jinchao(yuejc@zzu.edu.cn)
Source PublicationINTERNATIONAL JOURNAL OF IMPACT ENGINEERING
2020
Volume135Pages:13
ISSN0734-743X
AbstractTo accurately and effectively simulate the cracking and crushing process of concrete pavement under multi-head impact loading, a large-scale road 3D model that considers concrete pavement, subgrade and soil foundation is established. Then, the discontinuum element method is applied in the concrete pavement's potential fracture area, and the continuum element method is applied in the hammer body and the non-fracture area of concrete pavement. A cohesive model is applied to the element interface of the concrete fracture area, and a contact element is used to deal with the interaction between the hammer body and the pavement. Mesoscopic simulations on the impact cracking process of concrete pavement are conducted by considering the element shapes, three-dimensional aggregates, impact locations and impact velocities. Finally, impact testing and core drilling are conducted in the field to evaluate the simulation results. The results demonstrate that the cracking and crushing process of concrete pavement can be quickly simulated via the continuum-discontinuum element method (CDEM), and the simulation results agree with the results of the in-site tests. The concrete pavement model that is meshed by tetrahedral elements and includes aggregates can result in a higher calculation efficiency and superior impact cracking performance. Concrete pavement is severely crushed in the impact contact area, closed quadrangle crack surfaces form along the inside of four hammerheads, and tension crack surfaces mainly propagate along the long axis of the rectangular hammerheads. The impact locations mainly affect the crack distribution of the concrete pavement, and the impact velocities determine the fracture degree. As the impact velocity increases, the impact force linearly changes, whereas the fracture degree varies according to a power function. Overall, the influence of the impact velocities on concrete cracking is greater than the impact locations.
KeywordConcrete pavement Mesoscopic simulation Three-dimensional aggregate Cohesive model Impact cracking
DOI10.1016/j.ijimpeng.2019.103410
Indexed BySCI ; EI
Language英语
WOS IDWOS:000496341500009
WOS KeywordMODE-II FRACTURE ; SLABS ; RESISTANCE ; AGGREGATE ; BEHAVIOR ; HIGHWAY ; HAMMER ; WEIGHT
WOS Research AreaEngineering ; Mechanics
WOS SubjectEngineering, Mechanical ; Mechanics
Funding ProjectHenan Provincial Department of Transportation[2018J4] ; National Key Research and Development Program of China[2018YFC1505504] ; National Natural Science Foundation of China[51708513]
Funding OrganizationHenan Provincial Department of Transportation ; National Key Research and Development Program of China ; National Natural Science Foundation of China
Classification一类
Ranking3
ContributorYue Jinchao
Citation statistics
Cited Times:1[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/81389
Collection流固耦合系统力学重点实验室
Affiliation1.Zhengzhou Univ, Sch Water Conservancy Engn, Zhengzhou 450001, Henan, Peoples R China;
2.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
Recommended Citation
GB/T 7714
Zhang QL,Zhi ZH,Feng C,et al. Investigation of concrete pavement cracking under multi-head impact loading via the continuum-discontinuum element method[J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING,2020,135:13.
APA Zhang QL,Zhi ZH,冯春,Cai YC,Pang GH,&Yue JC.(2020).Investigation of concrete pavement cracking under multi-head impact loading via the continuum-discontinuum element method.INTERNATIONAL JOURNAL OF IMPACT ENGINEERING,135,13.
MLA Zhang QL,et al."Investigation of concrete pavement cracking under multi-head impact loading via the continuum-discontinuum element method".INTERNATIONAL JOURNAL OF IMPACT ENGINEERING 135(2020):13.
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