Kourkoulis, S K; Pasiou, E D; Markides, C F; Loukidis, A; Stavrakas, I and Triantis, D (2024) The determination of mode-I fracture toughness (by means of the Brazilian disc configuration) in the light of data provided by the 3D digital image correlation technique. International Journal of Building Pathology and Adaptation, 42(1), pp. 175-192. ISSN 23984708
Abstract
Purpose: The determination of mode-I fracture toughness of brittle structural materials by means of the notched Brazilian disc configuration is studied. Advantage is taken of a recently introduced analytical solution and, also, of data provided by an experimental protocol with notched marble specimens under diametral compression using the loading device suggested by International Society for Rock Mechanics (ISRM) and also the three-dimensional digital image correlation (3D-DIC) technique. Design/methodology/approach: The analytical solution highlighted the role of geometrical factors, like, for example, the width of the notch, which are usually disregarded. The data of the experimental protocol were comparatively considered with those concerning the response of the specific material under uniaxial tensile load. Findings: This combined study provided interesting data concerning some open issues, as it is the exact crack initiation point and the level of the critical load causing crack initiation. It was definitely indicated that the crack initiation point is not a priori known (even for notched specimens) and, also, that the maximum recorded load does not correspond by default to the critical load responsible for the onset of catastrophic macroscopic fracture. Originality/value: It was suggested that the load considered critical one for the determination of mode-I fracture toughness KIC is erroneous. At a load equal to about 70% of the maximum one, a process zone is formed (zone of non-reversible phenomena) around the notch's crown, designating termination of the validity of any linear elastic solution used to determine the normalized stress intensity factors (SIFs). Moreover, at a load level equal to about 95% of the macroscopically observed fracture load, crack propagation has already begun. Therefore, the experimental procedure must be monitored with additional equipment, providing an overview of the displacement field developed during loading.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | 3D-digital image correlation; marble; mode-i fracture toughness; restoration; stone monuments |
| Index terms: | marble, validity, monument, rock mechanics, loading, crack propagation, default, society, compression, restoration, configuration, methodology |
| Subjects: | research methods, renovation and retrofit, architectural elements, structural engineering, material properties and characteristics, geotechnical engineering, systems engineering, communities and social development, evaluation and assessment methods, dispute resolution, building materials, construction operations |
| Topics: | Stakeholder Management, Research Practice, Construction Materials, Engineering Principles, Site Management, Design Practice, Legal Issues |
| Descriptive scope: | 4 PCTA |
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