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MONASH UNIVERSITY profile page

Other IDs

Scopus Author ID: 57125615100
Scopus Author ID: 57125615100

Keywords

geomechanics, rock mechanics, caving, finite element analysis, seismicity, hydraulic fracturing

Countries

Australia

Activities

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Employment (4)

Mining One: Brisbane, Queensland, AU

2023-03-15 to present | Head of Technology & Innovation
Employment
Source: Self-asserted source
Stephan Matthias Arndt

Dassault Systèmes (France): Brisbane, Queensland, AU

2019-01-21 to 2022-12-01 | WW Industry Process Consulting (GEOVIA)
Employment
Source: Self-asserted source
Stephan Matthias Arndt

MONASH UNIVERSITY: Clayton, AU

2019-02-11
Employment
Source: check_circle
Monash University

Baker Hughes Company: Perth, Western Australia, AU

2014 to 2015 | Regional Advisor Geomechanics Middle East Asia Pacific (Geomechanics Int)
Employment
Source: Self-asserted source
Stephan Matthias Arndt

Works (8)

Optimal core retrieval time for minimizing core decompression damage

Society of Petroleum Engineers - SPE Asia Pacific Unconventional Resources Conference and Exhibition
2015 | Conference paper
EID:

2-s2.0-84958554602
Contributors: Hoeink, T.; Van Der Zee, W.; Arndt, S.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier
grade
Preferred source (of 2)‎

Understanding mine behaviour through multi-scale modelling: A study of the Cuiaba Mine, Brazil

ISRM Conference on Rock Mechanics for Natural Resources and Infrastructure, SBMR 2014
2014 | Conference paper
EID:

2-s2.0-84964056037
Contributors: Oliveira, D.; Arndt, S.; Cota, R.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier

Understanding mine behaviour through multi-scale modelling

ISRM Conference on Rock Mechanics for Natural Resources and Infrastructure, SBMR 2014
2014-09 | Conference paper | Author
SOURCE-WORK-ID:

f1e2a7f9-078f-4aab-ac74-b0ed9a615b36

EID:

2-s2.0-84983134922
Contributors: David Oliveira; Stephan Matthias Arndt; Reuber Cota
Source: check_circle
Monash University

A numerical investigation of scale effects on the behavior of discontinuous rock

43rd U.S. Rock Mechanics Symposium and 4th U.S.-Canada Rock Mechanics Symposium
2009 | Conference paper
EID:

2-s2.0-70450212219
Contributors: Beck, D.A.; Reusch, F.; Arndt, S.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier
grade
Preferred source (of 2)‎

Point loading of assemblies of interlocked cube-shaped elements

International Journal of Engineering Science
2008 | Journal article
DOI: 10.1016/j.ijengsci.2008.06.012
EID:

2-s2.0-56649091293
Contributors: Schaare, S.; Dyskin, A.V.; Estrin, Y.; Arndt, S.; Pasternak, E.; Kanel-Belov, A.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier
grade
Preferred source (of 2)‎

Resilient design of large open pit slopes

Australasian Institute of Mining and Metallurgy Publication Series
2007 | Conference paper
EID:

2-s2.0-58049153597
Contributors: Beck, D.A.; Arndt, S.M.; Reusch, F.; Tyler, D.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier
grade
Preferred source (of 2)‎

Deformation behaviour of particle-strengthened alloys: A voronoi mesh approach

Acta Materialia
1999 | Journal article
EID:

2-s2.0-0032735603
Contributors: Estrin, Y.; Arndt, S.; Heilmaier, M.; Bréchet, Y.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier
grade
Preferred source (of 2)‎

Hyperelastic models for elastoplasticity with non-linear isotropic and kinematic hardening at large deformation

International Journal of Solids and Structures
1998 | Journal article
EID:

2-s2.0-0032156324
Contributors: Svendsen, B.; Arndt, S.; Klingbeil, D.; Sievert, R.
Source: Self-asserted source
Stephan Matthias Arndt via Scopus - Elsevier
grade
Preferred source (of 2)‎
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