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Hybrid finite-discrete modelling of dynamic fracture of rock under impact loads and resultant fragment grinding

conference contribution
posted on 2023-05-23, 11:51 authored by Hongyuan LiuHongyuan Liu, An, HM
A loading rate-dependent strength equation is implemented into a hybrid finite-discrete element method to model dynamic fracture of rock under impact loads and resultant fragment grinding. The hybrid method is firstly calibrated by modelling the dynamic fracture of rock in the dynamic Brazilian tensile strength tests and comparing the modelled dynamic fracture process and dynamic strength increasing factors with those in literatures. The hybrid method is then applied to study dynamic fracture and resultant fragment grinding in the dynamic shear test of rock joints under various loading rates. Finally, it is concluded that the hybrid finite-discrete element method is a valuable tool to study rock dynamic fracture and fragment grinding.

Funding

University of Tasmania

History

Publication title

Proceedings of the International Conference on Geomechanics, Geo-energy and Geo-resources (IC3G 2016)

Editors

PG Ranjith & J Zhao

Pagination

1-8

ISBN

9780995392908

Department/School

School of Engineering

Publisher

Monash University

Place of publication

Australia

Event title

International Conference on Geomechanics, Geo-energy and Geo-resources (IC3G 2016)

Event Venue

Melbourne, Australia

Date of Event (Start Date)

2016-09-28

Date of Event (End Date)

2016-09-29

Rights statement

Copyright unknown

Repository Status

  • Restricted

Socio-economic Objectives

Civil construction processes

Usage metrics

    University Of Tasmania

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