Fatigue Properties of Concrete Specimens Exposed to Aggressive Environment
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207666" target="_blank" >RIV/68407700:21110/13:00207666 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Únavové vlastnosti betonových vzorků vystavených agresivnímu prostředí
Original language description
High stress ranges caused by cyclic loading can result into accelerated crack propagation, higher deflection, structural stiffness reduction and consequently into fatigue failure. Agents contained in the aggressive environment (soluble salts, acids etc.)penetrate into the structure of concrete and reduce its matrix stiffness. The combination of these effects occurs e.g at bridges in urban environment or at crane tracks in chemical plants and leads to higher long-term structural damage. This paper presents current outcomes of long-term experimental programme which main goal is to quantify the combined effect of cyclic loading and aggressive environment on concrete specimens. The specimens are stored in saline lotion and subsequently in hydrochloric acid solution (HCl) for more than five years.
Czech name
Únavové vlastnosti betonových vzorků vystavených agresivnímu prostředí
Czech description
High stress ranges caused by cyclic loading can result into accelerated crack propagation, higher deflection, structural stiffness reduction and consequently into fatigue failure. Agents contained in the aggressive environment (soluble salts, acids etc.)penetrate into the structure of concrete and reduce its matrix stiffness. The combination of these effects occurs e.g at bridges in urban environment or at crane tracks in chemical plants and leads to higher long-term structural damage. This paper presents current outcomes of long-term experimental programme which main goal is to quantify the combined effect of cyclic loading and aggressive environment on concrete specimens. The specimens are stored in saline lotion and subsequently in hydrochloric acid solution (HCl) for more than five years.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA13-30441S" target="_blank" >GA13-30441S: Performace of concrete under severe loading conditions</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
PhD Workshop
ISBN
978-80-01-05236-5
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
České vysoké učení technické v Praze, Fakulta stavební
Place of publication
Praha
Event location
Praha
Event date
May 24, 2013
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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