1998
DOI: 10.1016/s0045-7825(97)00173-4
|View full text |Cite
|
Sign up to set email alerts
|

Finite element simulation of the rolling and extrusion of multi-phase materials Application to the rolling of prepared sugar cane

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
12
0
1

Year Published

1999
1999
2019
2019

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 16 publications
(15 citation statements)
references
References 8 publications
0
12
0
1
Order By: Relevance
“…Usually, the milled mixture of sugar cane is assumed to be an isotropic continuous porous medium, which is a saturated solid–liquid two‐phase material (Adam & Loughran, ; Kannapiran, ; Li, Li, Mao, & Huang, ; Loughran & Kannapiran, ; Owen, Souza Netoa, & Zhao, ). For the isotropic elastic materials, the general selections of elastic parameters are usually the Young's modulus E and Poisson's ratio ν (Peng, Cai, Wang, & Zhou, ).…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Usually, the milled mixture of sugar cane is assumed to be an isotropic continuous porous medium, which is a saturated solid–liquid two‐phase material (Adam & Loughran, ; Kannapiran, ; Li, Li, Mao, & Huang, ; Loughran & Kannapiran, ; Owen, Souza Netoa, & Zhao, ). For the isotropic elastic materials, the general selections of elastic parameters are usually the Young's modulus E and Poisson's ratio ν (Peng, Cai, Wang, & Zhou, ).…”
Section: Methodsmentioning
confidence: 99%
“…Usually, the milled mixture of sugar cane is assumed to be an isotropic continuous porous medium, which is a saturated solid-liquid two-phase material (Adam & Loughran, 2005;Kannapiran, 2003;Li, Li, Mao, & Huang, 2017;Loughran & Kannapiran, 2005;Owen, Souza Netoa, & Zhao, 1998 (1)…”
Section: Elastic Parametersmentioning
confidence: 99%
“…Adaptive remeshing (using existing code 9 and methodologies 10 as a basis) was employed to overcome the high mesh distortion as the extrusion process continues, using the L2 error in effective pressure stress as a guide for mesh construction. The use of adaptive remeshing in soil mechanics simulations has been extremely limited thus far due to difficulties in implementation 11 and was a major issue, as it had to be performed ∼2000 times for the simulations described here, mostly due to distortion in the elements flowing around the die entry corner. As a result, the model absorbs much processor time and the provisional simulation results were attained for a shorter barrel length (H/D 0 = 1.5), die-land length (L/D = 4.2) and contraction (D/D 0 = 0.2) than used in the experimental programme.…”
Section: Model Developmentmentioning
confidence: 99%
“…Although adaptive procedures for nonlinear problems are not as well understood as those for linear problems, several techniques have been presented by, among others, Wiberg et al (1996), Barthold et al (1998), and Rannacher and Suttmeier (1998) for plasticity problems, Wriggers and Scherf (1998) for contact problems in plasticity, Yang et al (1989), Zienkiewicz et al (1990), and Owen et al (1998) for forming processes, and Ortiz and Quigley (1991), Batra and Ko (1992), Peric  et al (1994), and Zienkiewicz et al (1995) for strain localization problems. The book edited by Ladeve Áze and Oden (1998) presents error estimators for nonlinear time dependent problems and corresponding adaptive computational methods.…”
Section: Concluding Remarks and Extensionsmentioning
confidence: 99%