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Computational plasticity using mathematical programming methods 2019.08.29
发布时间:2019-11-20

(2019.08.29   11:00AM 12:00AM; 地点:隧道中心206)


Abstract: Mathematical programming methods can be used in conjunction with the finite element method. In this talk, the finite element limit analysis method and displacement finite element method are presented by using mathematical programming method. The effectiveness of the methods will be demonstrated by using the commercial finite element software OptumG2&G3.

Introduction to the speaker:

Kristian Krabbenhoft

Professor, Chair of Geomechanics,

The University of Liverpool

Kristian Krabbenhoft received his MSc and PhD from the Technical University of Denmark in 2000 and 2003 respectively. He then joined the University of Newcastle, NSW before moving to the University of Liverpool in 2017, where he is currently the Chair of Geomechanics. In 2013, he co-founded Optum Computational Engineering to develop advanced and user-friendly software for geotechnical engineering practice. He is currently a consultant with the company. His research interests include theoretical and computational geomechanics, offshore geotechnics, constitutive modelling, stochastic mechanics, and risk and reliability analysis.