A novel coupled FDM‐DEM modelling method for flexible membrane boundary in laboratory tests. (17th December 2019)
- Record Type:
- Journal Article
- Title:
- A novel coupled FDM‐DEM modelling method for flexible membrane boundary in laboratory tests. (17th December 2019)
- Main Title:
- A novel coupled FDM‐DEM modelling method for flexible membrane boundary in laboratory tests
- Authors:
- Zhu, Hua‐Xiang
Yin, Zhen‐Yu
Zhang, Qiang - Abstract:
- SUMMARY: Difficulties are involved in discrete element method (DEM) modelling of the flexible boundary, that is, the membranes covering the soil sample, which can be commonly found in contemporary laboratory soil tests. In this paper, a novel method is proposed wherein the finite difference method (FDM) and DEM are coupled to simulate the rubber membrane and soil body, respectively. Numerical plane strain and triaxial tests, served by the flexible membrane, are implemented and analysed later. The effect of the membrane modulus on the measurement accuracy is considered, with analytical formulae derived to judge the significance of this effect. Based on an analysis of stress‐strain responses and the grain rotation field, the mechanical performances produced by the flexible and rigid lateral boundaries are compared for the plane strain test. The results show that (1) the effect of the membrane on the test result becomes more significant at larger strain level because the membrane applies additional lateral confining pressure to the soil body; (2) the tested models reproduce typical stress and volumetric paths for specimens with shear bands; (3) for the plane strain test, the rigid lateral boundary derives a much higher peak strength and larger bulk dilatation, but a similar residual strength, compared with the flexible boundary. The latter produces a more uniform (or 'diffuse') rotation field and more mobilised local kinematics than does the former. All simulations show thatSUMMARY: Difficulties are involved in discrete element method (DEM) modelling of the flexible boundary, that is, the membranes covering the soil sample, which can be commonly found in contemporary laboratory soil tests. In this paper, a novel method is proposed wherein the finite difference method (FDM) and DEM are coupled to simulate the rubber membrane and soil body, respectively. Numerical plane strain and triaxial tests, served by the flexible membrane, are implemented and analysed later. The effect of the membrane modulus on the measurement accuracy is considered, with analytical formulae derived to judge the significance of this effect. Based on an analysis of stress‐strain responses and the grain rotation field, the mechanical performances produced by the flexible and rigid lateral boundaries are compared for the plane strain test. The results show that (1) the effect of the membrane on the test result becomes more significant at larger strain level because the membrane applies additional lateral confining pressure to the soil body; (2) the tested models reproduce typical stress and volumetric paths for specimens with shear bands; (3) for the plane strain test, the rigid lateral boundary derives a much higher peak strength and larger bulk dilatation, but a similar residual strength, compared with the flexible boundary. The latter produces a more uniform (or 'diffuse') rotation field and more mobilised local kinematics than does the former. All simulations show that the proposed FDM‐DEM coupling method is able to simulate laboratory tests with a flexible boundary membrane. … (more)
- Is Part Of:
- International journal for numerical and analytical methods in geomechanics. Volume 44:Number 3(2020)
- Journal:
- International journal for numerical and analytical methods in geomechanics
- Issue:
- Volume 44:Number 3(2020)
- Issue Display:
- Volume 44, Issue 3 (2020)
- Year:
- 2020
- Volume:
- 44
- Issue:
- 3
- Issue Sort Value:
- 2020-0044-0003-0000
- Page Start:
- 389
- Page End:
- 404
- Publication Date:
- 2019-12-17
- Subjects:
- discrete element method -- finite difference method -- flexible boundary -- plane strain test -- shear band -- triaxial test
Soil mechanics -- Mathematics -- Periodicals
Rock mechanics -- Mathematics -- Periodicals
624.1510151 - Journal URLs:
- http://onlinelibrary.wiley.com/ ↗
- DOI:
- 10.1002/nag.3019 ↗
- Languages:
- English
- ISSNs:
- 0363-9061
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4542.403000
British Library DSC - BLDSS-3PM
British Library STI - ELD Digital store - Ingest File:
- 12660.xml