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Assessment of concrete fracture and fatigue damage across multiple load regime

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0200068" target="_blank" >RIV/00216305:26110/26:0200068 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.sciencedirect.com/science/article/pii/S2452321625005281" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2452321625005281</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2025.10.033" target="_blank" >10.1016/j.prostr.2025.10.033</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Assessment of concrete fracture and fatigue damage across multiple load regime

  • Original language description

    Concrete structures form an essential part of the local and global infrastructure, and their lifespan is usually measured in decades. Many structures such as highway and railroad bridges, railway sleepers, offshore structures and wind turbine foundations are exposed to repeated load and often fail due to fatigue rupture of concrete. Furthermore, the fatigue design of a structure is considered for the ultimate limit state (ULS), while the serviceability limit state (SLS) is missing, i.e., the assessment of the crack width wc, crack length l, and deflection δ. This missing SLS fatigue consideration in standards may lead to an unoptimized structure, which may eventually result in a visible damage of load-bearing structural components. This contribution focusses on the damage assessment of concrete fatigue failure with the whole range of fatigue regimes, i.e. static fracture, low-cycle to high-cycle with more than 1×104 loading cycles. The results of the experimental tests are presented in form of a S-N curve, a load-CMOD curve, a damage-CMOD curve and are providing useful information for future structural design. Additionally, acquisition of CMOD during the cyclic loading allowed for evaluation of the fatigue crack growth rate by Paris’ law.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2025

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Procedia Structural Integrity

  • ISBN

  • ISSN

  • e-ISSN

    2452-3216

  • Number of pages

    6

  • Pages from-to

    50-44

  • Publisher name

    Elsevier

  • Place of publication

    Online

  • Event location

    Brno

  • Event date

    Jun 23, 2025

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article