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Title: From rock to fiber : the mechanical properties of continuous rock fibers
Authors: Ma, Y 
Guo, Z
Fu, J 
Xi, X
Ma, P
Wang, X 
Issue Date: Aug-2025
Source: Natural resources research, Aug. 2025, v. 34, no. 4, p. 1953-1985
Abstract: The mechanical properties of continuous rock fiber (CRF), particularly its elastic modulus and tensile strength, are essential requirements for the ever-increasing applications of this material. Studies on CRF have primarily focused on its application in fiber-reinforced composites, with much less emphasis on the analysis of the fiber structure–property relationship. This review summarizes and discusses the current experimental approaches, theories, models, and parameters in different production stages (geochemistry, rock screening, melting, cooling, and fiber drawing) that would affect the elastic modulus and tensile strength of CRF. For the current research results, the general debate is the trade-off between the network structure and defects in the tensile strength of CRF. The study of elastic modulus functions as the fundamental of tensile strength, as the former can be explored regardless of certain defects, only considering the microstructure of the network, local atom coordination and bonding, whereas the latter can be studied beyond characterizing the defects. The limitations of current methods include theories for crystals and stable substances, which may not be applicable to metastable monofilaments or complex CRF glasses. Experimentally, in situ testing is difficult for fibers in certain procedures that cause permanent damage. Machine learning (ML) and molecular dynamics (MD) can compensate for the lack of experimental data, reduce the effects of operational procedures, provide structure-based information, and reflect the combined effects of multiple input features. An ongoing approach should be based on a solid understanding of conventional models and improvements in standardized experimental and MD datasets incorporated with ML methods.
Keywords: Basalt
Continuous rock fiber
Elastic modulus
Mechanical properties
Tensile strength
Publisher: Springer New York LLC
Journal: Natural resources research 
ISSN: 1520-7439
EISSN: 1573-8981
DOI: 10.1007/s11053-025-10483-0
Rights: © 2025 The Author(s)
Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.
The following publication Ma, Y., Guo, Z., Fu, J. et al. From Rock to Fiber: The Mechanical Properties of Continuous Rock Fibers. Nat Resour Res 34, 1953–1985 (2025) is available at https://doi.org/10.1007/s11053-025-10483-0.
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