Influence of Water Curing Concrete on the Dynamic Modulus of Elasticity of Concrete for Bridge Constructions

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU91106" target="_blank" >RIV/00216305:26110/10:PU91106 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Influence of Water Curing Concrete on the Dynamic Modulus of Elasticity of Concrete for Bridge Constructions

Original language description

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.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F09%2F0065" target="_blank" >GA103/09/0065: Elimination of crack formation and development in concrete bridges</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2010

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Non-Destructive Testing in Engineering Practice

ISBN

978-80-7204-723-9

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

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Publisher name

CERM

Place of publication

Brno

Event location

Brno

Event date

Dec 1, 2010

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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