Variation of stress in virtual biaxial compression test of ice rubble

Ice rubble constitutes ice ridges and rubble fields, which can exert high loads on offshore structures. To characterize the ice rubble, its average properties are often desired. The properties, such as, the critical state friction angle, rely on the continuum notion of stress. This study uses discre...

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Bibliographic Details
Main Authors: Kulyakhtin, Sergey, Polojärvi, Arttu
Other Authors: Norwegian University of Science and Technology, Department of Mechanical Engineering, Aalto-yliopisto, Aalto University
Format: Other/Unknown Material
Language:English
Published: POAC 2017
Subjects:
Online Access:https://aaltodoc.aalto.fi/handle/123456789/35059
Description
Summary:Ice rubble constitutes ice ridges and rubble fields, which can exert high loads on offshore structures. To characterize the ice rubble, its average properties are often desired. The properties, such as, the critical state friction angle, rely on the continuum notion of stress. This study uses discrete element model for the ice rubble. We use an average stress tensor from the contact forces between the ice blocks and compare it to the macroscopic stress tensor yielded by the boundary contact forces. These stress definitions are used to evaluate the uncertainty in defining the stress tensor for the ice rubble, and the related uncertainty in defining the critical state friction angle for the rubble. Peer reviewed