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KOCÁB, D. CIKRLE, P.
Originální název
Influence of Water Curing Concrete on the Dynamic Modulus of Elasticity of Concrete for Bridge Constructions
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
Modulus of elasticity is an important feature of concrete, especially, in the case of concrete designed for pre-stressed constructions, such as bridges. This elasticity characteristics is largely affected by a method of curing concrete, in particular during the first few days after concreting. This deals with just the above mentioned issue. Standardized methods - ultrasonic pulse velocity method and resonance method - were used for ascertaining the dynamic modulus of elasticity. The outcome has a form of graphic and tabular summary of the development of modulus of elasticity as depending on the way of curing concrete.
Klíčová slova
Concrete, dynamic modulus of elasticity, ultrasonic pulse velocity method, resonance method, curing concrete
Autoři
KOCÁB, D.; CIKRLE, P.
Rok RIV
2010
Vydáno
1. 12. 2010
Nakladatel
CERM
Místo
Brno
ISBN
978-80-7204-723-9
Kniha
Non-Destructive Testing in Engineering Practice
Číslo edice
1
Strany od
141
Strany do
146
Strany počet
6
BibTex
@inproceedings{BUT36426, author="Dalibor {Kocáb} and Petr {Cikrle}", title="Influence of Water Curing Concrete on the Dynamic Modulus of Elasticity of Concrete for Bridge Constructions", booktitle="Non-Destructive Testing in Engineering Practice", year="2010", number="1", pages="141--146", publisher="CERM", address="Brno", isbn="978-80-7204-723-9" }