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SEITL, S. MIARKA, P. KLUSÁK, J. DOMSKI, J. KATZER, J. ŠIMONOVÁ, H. KERŠNER, Z.
Original Title
Change of a crack propagation rate in fine-grained cement-based composites due to partial replacement of aggregate by ceramic waste
Type
abstract
Language
English
Original Abstract
Concrete used in civil structures is usually made on cement-based matrix and natural based aggregates (such as sand, gravel, crushed stone, etc). Ceramic waste aggregate is considered as a perspective replacement of a part of natural-based aggregate in new environmentally oriented building material. Concrete with aggregate partially replaced by ceramic waste usually show different mechanical characteristics than ordinary concrete. This contribution introduces the pilot study of fatigue parameters of six concrete mixtures with various amount of ceramic waste. The experimentally obtain results are compared and discussed.
Keywords
Ceramic waste aggregate, Paris law, fatigue parameters, fracture mechanics, three-point bending test
Authors
SEITL, S.; MIARKA, P.; KLUSÁK, J.; DOMSKI, J.; KATZER, J.; ŠIMONOVÁ, H.; KERŠNER, Z.
Released
19. 6. 2017
Publisher
Brno University of Technology
Location
Brno
ISBN
978-80-214-5507-8
Book
Proceedings of the International Conference NON-TRADITIONAL CEMENT & CONCRETE VI
Pages from
46
Pages to
47
Pages count
2
BibTex
@misc{BUT137350, author="Stanislav {Seitl} and Petr {Miarka} and Jan {Klusák} and Jacek {Domski} and Jacek {Katzer} and Hana {Šimonová} and Zbyněk {Keršner}", title="Change of a crack propagation rate in fine-grained cement-based composites due to partial replacement of aggregate by ceramic waste", booktitle="Proceedings of the International Conference NON-TRADITIONAL CEMENT & CONCRETE VI", year="2017", pages="46--47", publisher="Brno University of Technology", address="Brno", isbn="978-80-214-5507-8", note="abstract" }