1990
DOI: 10.1061/(asce)0733-9445(1990)116:11(3228)
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Fatigue of Concrete under Random Loadings

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Cited by 30 publications
(18 citation statements)
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“…The present model also uses the descending part of this curve as a bound of the repeated loading process, employing the envelope concept to find the failure [18], as it is indicated in the fitting of the model parameters (Figs. 5 and 7).…”
Section: Procedures For Unloading and Reloadingmentioning
confidence: 99%
“…The present model also uses the descending part of this curve as a bound of the repeated loading process, employing the envelope concept to find the failure [18], as it is indicated in the fitting of the model parameters (Figs. 5 and 7).…”
Section: Procedures For Unloading and Reloadingmentioning
confidence: 99%
“…In diesem Zusammenhang wurde versucht, die Ermüdungsbruchdehnung mit dem Verformungsverhalten unter monoton steigender Beanspruchung ins Verhältnis zu setzen. In der Literatur sind hierzu drei Hypothesen zu finden, die wie folgt benannt werden können: Die Ermüdungsbruchdehnung ist kleiner oder unwesentlich größer als die Bruchdehnung unter monoton steigender, kraftgeregelter Druckbeanspruchung Die Ermüdungsbruchdehnung liegt auf dem abfallenden Ast der Envelope ‐Kurve Die Ermüdungsbruchdehnung übertrifft den abfallenden Ast der Envelope ‐Kurve …”
Section: Allgemeinesunclassified
“…The model can reproduce the macroscopic variations in concrete as the number of cycles rises: in simplified form, the laws proposed to relate maximum strain (ε max ) and the modulus of deformation (E) to the number of cycles can be expressed by equations [7] and [8]: [5]…”
Section: Proposed Modelmentioning
confidence: 99%
“…Las expresiones analíticas completas de [7] y [8] se pueden consultar en (7). Su ajuste se realizó para reproducir las tres fases características del proceso de fatiga (Figura 2b-c).…”
Section: Proposed Modelunclassified
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