Numerical Modeling of Deformation Processes in Rock Pillars; Applied Mechanics and Materials; Vol. 682 : Innovation Technology and Economics in Engineering

Numerical Modeling of Deformation Processes in Rock Pillars; Applied Mechanics and Materials; Vol. 682 : Innovation Technology and Economics in Engineering

Detaylı Bibliyografya
Parent link:	Applied Mechanics and Materials: Scientific Journal Vol. 682 : Innovation Technology and Economics in Engineering.— 2014.— [P. 202-205]
Yazar:	Aksenov V. V. Vladimir Valerievich
Müşterek Yazar:	Национальный исследовательский Томский политехнический университет (ТПУ) Юргинский технологический институт (филиал) (ЮТИ) Кафедра горно-шахтного оборудования (ГШО)
Diğer Yazarlar:	Lavrikov S. V., Revuzhenko A. F.
Özet:	Title screen The mathematical model of rock mass in the context of its internal structure, anisotropy, loss of strength, elastic energy accumulation and release is considered. The numerical solution to the problem of quasistatic deformation in a rock mass pillar is obtained by the finite element method. The sequential development of softening and residual strength zones is considered. It is shown that if the softening modulus is strong enough then the deformation process becomes unstable. Режим доступа: по договору с организацией-держателем ресурса
Dil:	İngilizce
Baskı/Yayın Bilgisi:	2014
Seri Bilgileri:	Material Science, Machining Technologies and Equipments in Mechanical Engineering
Konular:	труды учёных ТПУ электронный ресурс анизотропия деформации стабильность математические модели горные массы
Online Erişim:	http://dx.doi.org/10.4028/www.scientific.net/AMM.682.202
Materyal Türü:	Elektronik Kitap Bölümü
KOHA link:	https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=641460

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