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KOCÁB, D.; POSPÍCHAL, O.; ADÁMEK, J.; KUCHARCZYKOVÁ, B.; CIKRLE, P.
Original Title
Influence of Air-entrainment on Modulus of Elasticity of Concrete for Bridge Constructions
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
This paper deals with ascertaining modulus of elasticity of air-entrained and non-air-entrained concrete. The used types of concrete are designed for bridge constructions. Later on, homogeneity of these two types was detected in dependence on the height of test specimens. Standard cylindrical specimens and bigger concrete blocks were used for the measurements. From these blocks test specimens were extracted by core-drilling and these were non-destructive tested. The results of the air-entrained concrete were compared with the measured results of the non-air-entrained concrete. In terms of methodology of testing, both standardized non-destructive methods were used for ascertainment of modulus of elasticity of concrete.
English abstract
Keywords
Dynamic modulus of elasticity, concrete, air-entrained concrete, ultrasonic impulse method, resonance method
Key words in English
Authors
RIV year
2011
Released
01.12.2010
Publisher
CERM
Location
Brno
ISBN
978-80-7204-723-9
Book
Non-Destructive Testing in Engineering Practice
Pages from
121
Pages to
130
Pages count
10
BibTex
@inproceedings{BUT36425, author="Dalibor {Kocáb} and Ondřej {Pospíchal} and Jiří {Adámek} and Barbara {Kucharczyková} and Petr {Cikrle}", title="Influence of Air-entrainment on Modulus of Elasticity of Concrete for Bridge Constructions", booktitle="Non-Destructive Testing in Engineering Practice", year="2010", number="1", pages="121--130", publisher="CERM", address="Brno", isbn="978-80-7204-723-9" }