Experimental investigation on the size effects of KIC in selected rock types

Bibliographic citation

Muñoz, A.; Delgado, J. 2019. Experimental investigation on the size effects of KIC in selected rock types. Fontoura, Rocca & Pavon Eds. Rock Mechanics for Natural Resources and Infrastructure Development. Proceedings of the 14th International Congress on Rock Mechanics. Vol. 1, p. 1173- 1179. ISBN: 9780367422844

Type of academic work

Academic degree

Abstract

[Abstract] In this study, two specimen geometries were used to determine the mode-I fracture toughness (KIC) of rock: Semi-Circular Bend (SCB) specimens subjected to three-point bending, and pseudo-Compact Tension (pCT) specimens loaded in pure tension. We discuss the results of a number of tests performed on four different types of rock (Arcera, Pinacas and Corvio sandstones, and Blanco Mera granite), which served as a basis for comparison between both testing methods. In addition, specimens of 100, 50 and 38 mm in diameter were used in order to assess eventual size effects on KIC. The effect of notch length was also analyzed by testing specimens with varying notch length ratios. Our experimental results suggest that both specimen size and notch length have an effect on KIC. KIC was found to be dependent on the specimen geometry and testing method, with pCT specimens yielding more consistent values than SCB specimens.

Description

This is an Accepted Manuscript version of the following article: Muñoz, A.; Delgado, J. 2019. Experimental investigation on the size effects of KIC in selected rock types. Fontoura, Rocca & Pavon Eds. Rock Mechanics for Natural Resources and Infrastructure Development. Proceedings of the 14th International Congress on Rock Mechanics. Vol. 1, p. 1173-1179. ISBN: 9780367422844. It is deposited under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.

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Attribution-NonCommercial-NoDerivatives 4.0 International
Attribution-NonCommercial-NoDerivatives 4.0 International

Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 International