On temporal-structural dynamic failure criteria for rocks

Author:

Qi Chengzhi1,Wei Xiaokun1,Hongsen Wang1,Aifantis Elias C.2

Affiliation:

1. 1Beijing High Institution Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, 100044 Beijing, China

2. 2Laboratory of Mechanics and Materials, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece; Michigan Tech, Houghton, MI 49931, USA; and ITMO University, St. Petersburg 197101, Russia, e-mail: mom@mom.gen.auth.gr

Abstract

AbstractVarious failure criteria for rocks are discussed with emphasis on intrinsic temporal and structural features. It is shown that such internal-time/structure-based fracture criteria are different expressions of the governing structural changes under external action. Rock mass has a complex internal structural hierarchy, and failure is intimately related to the development of cracks, their growth and coalescence. In order to describe properly deformation and fracture in rocks it is necessary to consider the internal structural hierarchy of the rock mass and the finiteness of crack propagation. Critical issues including the essence of incubation time, the nature of limit failure strain, and the type of failure criteria for different strain rate sensitivity regimes, are discussed.

Publisher

Walter de Gruyter GmbH

Subject

Mechanics of Materials,Materials Science (miscellaneous)

Reference88 articles.

1. Chinese of;Zhai;Journal Rock Mechanics Engineering,2007

2. Lawn Fracture of Brittle Materials University New York;Wilshaw,1975

3. Chinese of;Liu;Journal Rock Mechanics Engineering,2009

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