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KOCÁB, D. CIKRLE, P.
Original Title
Influence of Water Curing Concrete on the Dynamic Modulus of Elasticity of Concrete for Bridge Constructions
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Concrete, dynamic modulus of elasticity, ultrasonic pulse velocity method, resonance method, curing concrete
Authors
KOCÁB, D.; CIKRLE, P.
RIV year
2010
Released
1. 12. 2010
Publisher
CERM
Location
Brno
ISBN
978-80-7204-723-9
Book
Non-Destructive Testing in Engineering Practice
Edition number
1
Pages from
141
Pages to
146
Pages count
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" }