Publication detail
Influence of Freeze-Thaw Cycles on Fracture Behaviour of Fibre Reinforced Light-Weight Concrete Specimens
KUCHARCZYKOVÁ, B. KERŠNER, Z.
Original Title
Influence of Freeze-Thaw Cycles on Fracture Behaviour of Fibre Reinforced Light-Weight Concrete Specimens
Type
conference paper
Language
English
Original Abstract
The results of fracture experiments on fibre reinforced light-weight concrete specimens are presented in this paper. The main aim is the determination and comparison of mechanical/fracture parameter values of a composite both with and without a reinforcing fibres after 200 freeze-thaw cycles. The presence of polyprophylene fibres of two length (38 and 19 mm) moderate influenced the pre-peak behaviour (effective fracture tougness values) and strongly influenced the post-peak behaviour of the specimens (work of fracture values).
Keywords
fracture experiments; fibre; light-weight concrete; freeze-thaw cycles, effective fracture tougness, work of fracture
Authors
KUCHARCZYKOVÁ, B.; KERŠNER, Z.
RIV year
2009
Released
15. 10. 2009
Location
Žilina
ISBN
978-80-554-0100-3
Book
Proceedings of 5th International Conference Concrete and Concrete Structures
Pages from
133
Pages to
138
Pages count
6
BibTex
@inproceedings{BUT29921,
author="Barbara {Kucharczyková} and Zbyněk {Keršner}",
title="Influence of Freeze-Thaw Cycles on Fracture Behaviour of Fibre Reinforced Light-Weight Concrete Specimens",
booktitle="Proceedings of 5th International Conference Concrete and Concrete Structures",
year="2009",
pages="133--138",
address="Žilina",
isbn="978-80-554-0100-3"
}