Stochastic Fatigue Damage Behavior and Modeling of Seawater Sea-Sand Concrete Under Uniaxial Compression

This paper presents the first study on the fatigue damage behavior of seawater sea-sand concrete (SSC) and its modeling. Experimental tests were conducted on cylindrical specimens subjected to uniaxial compression, investigating the effects of maximum stress level and material variability. The resul...

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Bibliografische Detailangaben

Hauptverfasser:	Lijuan Li, Mengyang Li, Haoquan Zhu, Yanpeng Wang
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	MDPI AG 2026-03-01
Schriftenreihe:	Buildings
Schlagworte:	seawater sea-sand concrete fatigue life Weibull distribution secant stiffness degradation stochastic damage modeling
Online-Zugang:	https://www.mdpi.com/2075-5309/16/6/1250
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