Theoretical Study of Strength of Elastic-Plastic Water-Saturated Interface under Constrained Shear

التفاصيل البيبلوغرافية
Parent link:AIP Conference Proceedings
Vol. 1783 : Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures 2016.— 2016.— [020042, 4 p.]
المؤلف الرئيسي: Dimaki A. V. Andrey Viktorovich
مؤلف مشترك: Национальный исследовательский Томский политехнический университет (ТПУ) Институт физики высоких технологий (ИФВТ) Кафедра физики высоких технологий в машиностроении (ФВТМ)
مؤلفون آخرون: Shilko E. V. Evgeny Viktorovich, Psakhie S. G. Sergey Grigorievich
الملخص:Title screen
This paper presents a theoretical study of shear strength of an elastic-plastic water-filled interface between elastic permeable blocks under compression. The medium is described within the discrete element method. The relationship between the stress-strain state of the solid skeleton and pore pressure of a liquid is described in the framework of the Biot's model of poroelasticity. The simulation demonstrates that shear strength of an elastic-plastic interface depends non-linearly on the values of permeability and loading to a great extent. We have proposed an empirical relation that approximates the obtained results of the numerical simulation in assumption of the interplay of dilation of the material and mass transfer of the liquid.
Режим доступа: по договору с организацией-держателем ресурса
اللغة:الإنجليزية
منشور في: 2016
الموضوعات:
الوصول للمادة أونلاين:http://dx.doi.org/10.1063/1.4966335
التنسيق: الكتروني فصل الكتاب
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=652634

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