Detail publikačního výsledku

Development of the Elastic Modulus of Concrete under Different Curing Conditions

KOCÁB, D.; KUCHARCZYKOVÁ, B.; MISÁK, P.; ŽÍTT, P.; KRÁLÍKOVÁ, M.

Originální název

Development of the Elastic Modulus of Concrete under Different Curing Conditions

Anglický název

Development of the Elastic Modulus of Concrete under Different Curing Conditions

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The modulus of elasticity is a property of concrete, which is known for its high variability of values. A high enough value of the modulus of elasticity is a critical requirement in complicated concrete structures and in order to attain it, a number of factors must be taken into account, as it is subject to many. Curing is one of the most important influences. It can be described as an effort to maintain the temperature of concrete within the correct limits, prevent loss of water and the shrinkage connected with this. This paper describes an experiment focused on the observation of the development of the dynamic and static modulus of elasticity in dependence on the method of curing. The experiment worked with air-entrained as well as non-air-entrained concrete of the C 30/37 strength class. The results show that the curing method strongly affects not only the development, but also the final values of the concrete modulus of elasticity.

Anglický abstrakt

The modulus of elasticity is a property of concrete, which is known for its high variability of values. A high enough value of the modulus of elasticity is a critical requirement in complicated concrete structures and in order to attain it, a number of factors must be taken into account, as it is subject to many. Curing is one of the most important influences. It can be described as an effort to maintain the temperature of concrete within the correct limits, prevent loss of water and the shrinkage connected with this. This paper describes an experiment focused on the observation of the development of the dynamic and static modulus of elasticity in dependence on the method of curing. The experiment worked with air-entrained as well as non-air-entrained concrete of the C 30/37 strength class. The results show that the curing method strongly affects not only the development, but also the final values of the concrete modulus of elasticity.

Klíčová slova

Concrete; curing conditions; dynamic modulus of elasticity; static modulus of elasticity

Klíčová slova v angličtině

Concrete; curing conditions; dynamic modulus of elasticity; static modulus of elasticity

Autoři

KOCÁB, D.; KUCHARCZYKOVÁ, B.; MISÁK, P.; ŽÍTT, P.; KRÁLÍKOVÁ, M.

Rok RIV

2018

Vydáno

20.07.2017

Nakladatel

Elsevier

Místo

Netherlands

Kniha

CRRB – 18th INTERNATIONAL CONFERENCE ON REHABILITATION AND RECONSTRUCTION OF BUILDINGS

ISSN

1877-7058

Periodikum

Procedia Engineering

Svazek

195

Číslo

2017

Stát

Spojené království Velké Británie a Severního Irska

Strany od

96

Strany do

101

Strany počet

6

URL

http://www.sciencedirect.com/science/article/pii/S1877705817320817

Plný text v Digitální knihovně

http://hdl.handle.net/11012/69324

BibTex

@inproceedings{BUT137950,
  author="Dalibor {Kocáb} and Barbara {Kucharczyková} and Petr {Misák} and Petr {Žítt} and Monika {Ledvoňová}",
  title="Development of the Elastic Modulus of Concrete under Different Curing Conditions",
  booktitle="CRRB – 18th INTERNATIONAL CONFERENCE ON REHABILITATION AND RECONSTRUCTION OF BUILDINGS",
  year="2017",
  journal="Procedia Engineering",
  volume="195",
  number="2017",
  pages="96--101",
  publisher="Elsevier",
  address="Netherlands",
  doi="10.1016/j.proeng.2017.04.529",
  url="http://www.sciencedirect.com/science/article/pii/S1877705817320817"
}

Dokumenty

1-s2.0-S1877705817320817-main