Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension

Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension

In this paper, the damage constitutive model of reactive powder concrete (RPC) in uniaxial tension is investigated. The relationship between the uniaxial tensile strength of RPC and the steel fiber admixture was analyzed by preparing RPC specimens with different steel fiber volume admixtures for uni...

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Bibliografiska uppgifter
Huvudupphovsmän: Hongji Zhang, Hang Lu, Ziheng Wang, Siming Gao, Bo Wen, Yanzhong Ju
Materialtyp: Artikel
Språk:English
Publicerad: MDPI AG 2024-11-01
Serie:Buildings
Ämnen:
reactive powder concrete
tensile strength
Weibull distribution
damage constitutive model
Länkar:https://www.mdpi.com/2075-5309/14/12/3805

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https://www.mdpi.com/2075-5309/14/12/3805

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