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...
| Main Authors: | , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-11-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/14/12/3805 |
| _version_ | 1826917762756247552 |
|---|---|
| author | Hongji Zhang Hang Lu Ziheng Wang Siming Gao Bo Wen Yanzhong Ju |
| author_facet | Hongji Zhang Hang Lu Ziheng Wang Siming Gao Bo Wen Yanzhong Ju |
| author_sort | Hongji Zhang |
| collection | DOAJ |
| description | 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 uniaxial tensile tests, and the stress–strain curves were recorded. The test results show that the uniaxial tensile strength of RPC is significantly enhanced with an increase in steel fiber doping, especially after the doping amount is greater than 2%, showing a linear increase. Based on the classical damage mechanics and Weibull distribution, the damage evolution equation and the constitutive model of RPC uniaxial tension were established. The validation shows that the model can effectively describe the damage process of RPC in uniaxial tension, which provides a theoretical basis for the application of RPC in engineering practice. |
| first_indexed | 2025-02-17T12:37:52Z |
| format | Article |
| id | doaj.art-1314351047bb4015a61054d9549f7c9e |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2025-02-17T12:37:52Z |
| publishDate | 2024-11-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj.art-1314351047bb4015a61054d9549f7c9e2024-12-27T14:15:22ZengMDPI AGBuildings2075-53092024-11-011412380510.3390/buildings14123805Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial TensionHongji Zhang0Hang Lu1Ziheng Wang2Siming Gao3Bo Wen4Yanzhong Ju5School of Civil Engineering and Architecture, Northeast Electric Power University, Jilin 132012, ChinaElectric Power Research Institute, State Grid Heilongjiang Electric Power Company Limited, Heilongjiang 150000, ChinaElectric Power Research Institute, State Grid Heilongjiang Electric Power Company Limited, Heilongjiang 150000, ChinaElectric Power Research Institute, State Grid Heilongjiang Electric Power Company Limited, Heilongjiang 150000, ChinaElectric Power Research Institute, State Grid Heilongjiang Electric Power Company Limited, Heilongjiang 150000, ChinaSchool of Civil Engineering and Architecture, Northeast Electric Power University, Jilin 132012, ChinaIn 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 uniaxial tensile tests, and the stress–strain curves were recorded. The test results show that the uniaxial tensile strength of RPC is significantly enhanced with an increase in steel fiber doping, especially after the doping amount is greater than 2%, showing a linear increase. Based on the classical damage mechanics and Weibull distribution, the damage evolution equation and the constitutive model of RPC uniaxial tension were established. The validation shows that the model can effectively describe the damage process of RPC in uniaxial tension, which provides a theoretical basis for the application of RPC in engineering practice.https://www.mdpi.com/2075-5309/14/12/3805reactive powder concretetensile strengthWeibull distributiondamage constitutive model |
| spellingShingle | Hongji Zhang Hang Lu Ziheng Wang Siming Gao Bo Wen Yanzhong Ju Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension Buildings reactive powder concrete tensile strength Weibull distribution damage constitutive model |
| title | Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension |
| title_full | Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension |
| title_fullStr | Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension |
| title_full_unstemmed | Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension |
| title_short | Study on Damage Constitutive Model of Reactive Powder Concrete in Uniaxial Tension |
| title_sort | study on damage constitutive model of reactive powder concrete in uniaxial tension |
| topic | reactive powder concrete tensile strength Weibull distribution damage constitutive model |
| url | https://www.mdpi.com/2075-5309/14/12/3805 |
| work_keys_str_mv | AT hongjizhang studyondamageconstitutivemodelofreactivepowderconcreteinuniaxialtension AT hanglu studyondamageconstitutivemodelofreactivepowderconcreteinuniaxialtension AT zihengwang studyondamageconstitutivemodelofreactivepowderconcreteinuniaxialtension AT siminggao studyondamageconstitutivemodelofreactivepowderconcreteinuniaxialtension AT bowen studyondamageconstitutivemodelofreactivepowderconcreteinuniaxialtension AT yanzhongju studyondamageconstitutivemodelofreactivepowderconcreteinuniaxialtension |