Fatigue damage assessment of concrete using wide-range experimental data
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0200072" target="_blank" >RIV/00216305:26110/26:0200072 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.21012/fc12.1187" target="_blank" >http://dx.doi.org/10.21012/fc12.1187</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.21012/fc12.1187" target="_blank" >10.21012/fc12.1187</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Fatigue damage assessment of concrete using wide-range experimental data
Popis výsledku v původním jazyce
This contribution focusses on the fatigue damage assessment of concrete samples using wide-range experimental data. Within this study, the concrete samples were tested under various loading conditions: static fracture, low-cycle and high cycle fatigue. This allowed us to obtain static load-CMOD, S-N curves for fatigue lifetime assessment, and mainly CMOD-N curves showing the stiffness degradation at high-cycle fatigue load regime. The low-cycle fatigue resistance is assessed from stepwise load-CMOD curves with increasing CMOD value every step, allowing to analyse damage growth between each load cycle. This study investigates the fatigue resistance of concrete samples by combining all of these experimental data and could provide useful recommendation for structural design.
Název v anglickém jazyce
Fatigue damage assessment of concrete using wide-range experimental data
Popis výsledku anglicky
This contribution focusses on the fatigue damage assessment of concrete samples using wide-range experimental data. Within this study, the concrete samples were tested under various loading conditions: static fracture, low-cycle and high cycle fatigue. This allowed us to obtain static load-CMOD, S-N curves for fatigue lifetime assessment, and mainly CMOD-N curves showing the stiffness degradation at high-cycle fatigue load regime. The low-cycle fatigue resistance is assessed from stepwise load-CMOD curves with increasing CMOD value every step, allowing to analyse damage growth between each load cycle. This study investigates the fatigue resistance of concrete samples by combining all of these experimental data and could provide useful recommendation for structural design.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2025
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů