Y-Mat: an improved hybrid finite-discrete element code for addressing geotechnical and geological engineering problems. Issue 5 (11th January 2022)
- Record Type:
- Journal Article
- Title:
- Y-Mat: an improved hybrid finite-discrete element code for addressing geotechnical and geological engineering problems. Issue 5 (11th January 2022)
- Main Title:
- Y-Mat: an improved hybrid finite-discrete element code for addressing geotechnical and geological engineering problems
- Authors:
- Liu, Gang
Ma, Fengshan
Zhang, Maosheng
Guo, Jie
Jia, Jun - Abstract:
- Abstract : Purpose: Continua and discontinua coexist in natural rock materials. This paper aims to present an improved approach for addressing the mechanical response of rock masses based on the combined finite-discrete element method (FDEM) proposed by Munjiza. Design/methodology/approach: Several algorithms have been programmed in the new approach. The algorithms include (1) a simpler and more efficient algorithm to calculate the contact force; (2) An algorithm for tangential contact force closer to the actual physical process; (3) a plastic yielding criterion (e.g. Mohr-Coulomb) to modify the elastic stress for fitting the mechanical behavior of elastoplastic materials; and (4) a complete code for the mechanical calculation to be implemented in Matrix Laboratory (MATLAB). Findings: Three case studies, including two standard laboratory experiments (uniaxial compression and Brazilian split test) and one engineering-scale anti-dip slop model, are presented to illustrate the feasibility of the Y-Mat code and its ability to deal with multi-scale rock mechanics problems. The results, including the progressive failure process, failure mode and trajectory of each case, are acceptable compared to other corresponding studies. It is shown that, the code is capable of modeling geotechnical and geological engineering problems. Originality/value: This article gives an improved FDEM-based numerical calculation code. And, feasibility of the code is verified through three cases. It canAbstract : Purpose: Continua and discontinua coexist in natural rock materials. This paper aims to present an improved approach for addressing the mechanical response of rock masses based on the combined finite-discrete element method (FDEM) proposed by Munjiza. Design/methodology/approach: Several algorithms have been programmed in the new approach. The algorithms include (1) a simpler and more efficient algorithm to calculate the contact force; (2) An algorithm for tangential contact force closer to the actual physical process; (3) a plastic yielding criterion (e.g. Mohr-Coulomb) to modify the elastic stress for fitting the mechanical behavior of elastoplastic materials; and (4) a complete code for the mechanical calculation to be implemented in Matrix Laboratory (MATLAB). Findings: Three case studies, including two standard laboratory experiments (uniaxial compression and Brazilian split test) and one engineering-scale anti-dip slop model, are presented to illustrate the feasibility of the Y-Mat code and its ability to deal with multi-scale rock mechanics problems. The results, including the progressive failure process, failure mode and trajectory of each case, are acceptable compared to other corresponding studies. It is shown that, the code is capable of modeling geotechnical and geological engineering problems. Originality/value: This article gives an improved FDEM-based numerical calculation code. And, feasibility of the code is verified through three cases. It can effectively solve the geotechnical and geological engineering problems. … (more)
- Is Part Of:
- Engineering computations. Volume 39:Issue 5(2022)
- Journal:
- Engineering computations
- Issue:
- Volume 39:Issue 5(2022)
- Issue Display:
- Volume 39, Issue 5 (2022)
- Year:
- 2022
- Volume:
- 39
- Issue:
- 5
- Issue Sort Value:
- 2022-0039-0005-0000
- Page Start:
- 1962
- Page End:
- 1983
- Publication Date:
- 2022-01-11
- Subjects:
- Y-Mat code -- Combined FDEM -- Uniaxial compression test -- Brazilian split test -- Anti-dip slope -- Progressive failure process
Computer-aided engineering -- Periodicals
Computer graphics -- Periodicals
620.00285 - Journal URLs:
- http://info.emeraldinsight.com/products/journals/journals.htm?id=ec ↗
http://www.emeraldinsight.com/journals.htm?issn=0264-4401 ↗
http://www.emeraldinsight.com/0264-4401.htm ↗
http://www.emeraldinsight.com/ ↗
http://firstsearch.oclc.org ↗ - DOI:
- 10.1108/EC-12-2020-0741 ↗
- Languages:
- English
- ISSNs:
- 0264-4401
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3758.580800
British Library DSC - BLDSS-3PM
British Library STI - ELD Digital store - Ingest File:
- 26840.xml