Endre søk

Referera
Referensformat
• apa
• harvard1
• ieee
• modern-language-association-8th-edition
• vancouver
• Annet format
Fler format
Språk
• de-DE
• en-GB
• en-US
• fi-FI
• nn-NO
• nn-NB
• sv-SE
• Annet språk
Fler språk
Utmatningsformat
• html
• text
• asciidoc
• rtf
A static discrete element method with discontinuous deformation analysis
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi. School of Resources and Safety Engineering, Central South University, Changsha, China.
Discipline of Civil, Surveying and Environmental Engineering, Faculty of Engineering and Built Environment, The University of Newcastle, Callaghan, New South Wales, Australia.
School of Resources and Safety Engineering, Central South University, Changsha, China.
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.ORCID-id: 0000-0003-1935-1743
2019 (engelsk)Inngår i: International Journal for Numerical Methods in Engineering, ISSN 0029-5981, E-ISSN 1097-0207, Vol. 120, nr 7, s. 918-935Artikkel i tidsskrift (Fagfellevurdert) Published
##### Abstract [en]

For discrete element methods (DEMs), integrating the equation of motion based on Newton's second law is an integral part of the computation. Accelerations and velocities are involved even for modeling static mechanics problems. As a consequence, the accuracy can be ruined and numerous calculation steps are required to converge. In this study, we propose a static DEM based on discontinuous deformation analysis (DDA). The force of inertia is removed to develop a set of static equilibrium equations for distinct blocks. It inherits the advantages of DDA in dealing with distinct block system such as jointed rock structures. Furthermore, the critical numerical artifact in DDA, ie, artificial springs between contact blocks, is avoided. Accurate numerical solution can be achieved in mere one calculation step. Last but not the least, since the method is formulated in the framework of mathematical programming, the implementation can be easily conducted with standard and readily available solvers. Its accuracy and efficiency are verified against a series of benchmarks found in the literature.

##### sted, utgiver, år, opplag, sider
John Wiley & Sons, 2019. Vol. 120, nr 7, s. 918-935
##### Emneord [en]
contact problems, discontinuous deformation analysis, discrete element method, mathematical programming, static DEM
Geoteknik
##### Identifikatorer
DOI: 10.1002/nme.6164ISI: 000478945800001OAI: oai:DiVA.org:ltu-75594DiVA, id: diva2:1344091

Tilgjengelig fra: 2019-08-20 Laget: 2019-08-20 Sist oppdatert: 2019-10-25bibliografisk kontrollert

#### Open Access i DiVA

Fulltekst mangler i DiVA

#### Andre lenker

Forlagets fulltekst

#### Personposter BETA

Meng, JingjingLaue, Jan

#### Søk i DiVA

##### Av forfatter/redaktør
Meng, JingjingLaue, Jan
##### I samme tidsskrift
International Journal for Numerical Methods in Engineering

doi
urn-nbn

#### Altmetric

doi
urn-nbn
Totalt: 61 treff

Referera
Referensformat
• apa
• harvard1
• ieee
• modern-language-association-8th-edition
• vancouver
• Annet format
Fler format
Språk
• de-DE
• en-GB
• en-US
• fi-FI
• nn-NO
• nn-NB
• sv-SE
• Annet språk
Fler språk
Utmatningsformat
• html
• text
• asciidoc
• rtf