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KADLEC, J. ZVOLÁNEK, L. GIRGLE, F. TERZIJSKI, I.
Original Title
Effect of Lightweight Concrete Density on Bond Strength
Type
conference paper
Language
English
Original Abstract
The main objective of this paper is connected with the search of an optimal anchorage length of reinforcement in lightweight and ultra-lightweight concretes. Experimentally obtained values of the bond stress between lightweight concrete and reinforcing bars are presented. The density classes of lightweight concrete were D1,0, D1,2 and D1,4. The results are compared with equal ones of normal density concrete. The tests with ordinary reinforcement and with non-metallic hybrid reinforcement C-GFPR (30% portion of carbon fibres) were conducted.
Keywords
lightweight concrete, bond stress, ordinary reinforcement, C-GFRP reinforcement
Authors
KADLEC, J.; ZVOLÁNEK, L.; GIRGLE, F.; TERZIJSKI, I.
RIV year
2015
Released
29. 1. 2015
Publisher
Trans Tech Publications
Location
Churerstrasse 20, CH-8808 Pfaffikon, Switzerland
ISBN
978-3-03835-474-1
Book
Proceedings from 21st Czech Concrete Day 2014
Edition number
1
1022-6680
Periodical
Advanced Materials Research
Year of study
1106
State
Swiss Confederation
Pages from
33
Pages to
36
Pages count
4
URL
https://www.scientific.net/AMR.1106.33
BibTex
@inproceedings{BUT113307, author="Jaroslav {Kadlec} and Lukáš {Zvolánek} and František {Girgle} and Ivailo {Terzijski}", title="Effect of Lightweight Concrete Density on Bond Strength", booktitle="Proceedings from 21st Czech Concrete Day 2014", year="2015", journal="Advanced Materials Research", volume="1106", number="1", pages="33--36", publisher="Trans Tech Publications", address="Churerstrasse 20, CH-8808 Pfaffikon, Switzerland", doi="10.4028/www.scientific.net/AMR.1106.33", isbn="978-3-03835-474-1", issn="1022-6680", url="https://www.scientific.net/AMR.1106.33" }