Strain based failure criteria for rocks. Staat, M. & Trần, N. T. In Solid Mechanics, Rock Mechanics, Artificial Intelligence, Teaching and Training, volume 1, pages 500–509, Hanoi, Vietnam, 2022. Nhà xuất bản Khoa học Tự nhiên và Công nghệ, Hà Nội. ![Strain based failure criteria for rocks [link]](https://bibbase.org/img/filetypes/link.svg "link")
Paper abstract bibtex When confining pressure is low or absent, extensional fractures are typical, with fractures occurring on unloaded planes in rock. These “paradox” fractures can be explained by a phenomenological extension strain failure criterion. In the past, a simple empirical criterion for fracture initiation in brittle rock has been developed. But this criterion makes unrealistic strength predictions in biaxial compression and tension. A new extension strain criterion overcomes this limitation by adding a weighted principal shear component. The weight is chosen, such that the enriched extension strain criterion represents the same failure surface as the Mohr–Coulomb (MC) criterion. Thus, the MC criterion has been derived as an extension strain criterion predicting failure modes, which are unexpected in the understanding of the failure of cohesive-frictional materials. In progressive damage of rock, the most likely fracture direction is orthogonal to the maximum extension strain. The enriched extension strain criterion is proposed as a threshold surface for crack initiation CI and crack damage CD and as a failure surface at peak P. Examples show that the enriched extension strain criterion predicts much lower volumes of damaged rock mass compared to the simple extension strain criterion.
@inproceedings{staat_strain_2022,
address = {Hanoi, Vietnam},
title = {Strain based failure criteria for rocks},
volume = {1},
url = {https://www.researchgate.net/publication/366053178_Strain_based_failure_criteria_for_rocks},
abstract = {When confining pressure is low or absent, extensional fractures are typical, with fractures occurring on unloaded planes in rock. These “paradox” fractures can be explained by a phenomenological extension strain failure criterion. In the past, a simple empirical criterion for fracture initiation in brittle rock has been developed. But this criterion makes unrealistic strength predictions in biaxial compression and tension. A new extension strain criterion overcomes this limitation by adding a weighted principal shear component. The weight is chosen, such that the enriched extension strain criterion represents the same failure surface as the Mohr–Coulomb (MC) criterion. Thus, the MC criterion has been derived as an extension strain criterion predicting failure modes, which are unexpected in the understanding of the failure of cohesive-frictional materials. In progressive damage of rock, the most likely fracture direction is orthogonal to the maximum extension strain. The enriched extension strain criterion is proposed as a threshold surface for crack initiation CI and crack damage CD and as a failure surface at peak P. Examples show that the enriched extension strain criterion predicts much lower volumes of damaged rock mass compared to the simple extension strain criterion.},
language = {Englisch},
booktitle = {Solid {Mechanics}, {Rock} {Mechanics}, {Artificial} {Intelligence}, {Teaching} and {Training}},
publisher = {Nhà xuất bản Khoa học Tự nhiên và Công nghệ, Hà Nội},
author = {Staat, Manfred and Trần, Ngọc Trình},
year = {2022},
pages = {500--509},
}
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