Determination and application of the HJC constitutive model parameters for ultra-high performance concrete

SONG Shuai; DU Chuang; LI Yanyan

doi:10.11883/bzycj-2022-0343

Volume 43 Issue 5

May 2023

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Article Navigation > Explosion And Shock Waves > 2023 > 43(5): 053102

SONG Shuai, DU Chuang, LI Yanyan. Determination and application of the HJC constitutive model parameters for ultra-high performance concrete[J]. Explosion And Shock Waves, 2023, 43(5): 053102. doi: 10.11883/bzycj-2022-0343

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SONG Shuai, DU Chuang, LI Yanyan. Determination and application of the HJC constitutive model parameters for ultra-high performance concrete[J]. Explosion And Shock Waves, 2023, 43(5): 053102. doi: 10.11883/bzycj-2022-0343

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Determination and application of the HJC constitutive model parameters for ultra-high performance concrete

doi: 10.11883/bzycj-2022-0343

SONG Shuai^1
,,
DU Chuang^{1, 2
,
,},
LI Yanyan¹

1.
School of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, China
2.
Henan Key Laboratory of Special Protective Materials, Luoyang 471023, Henan, China

Received Date: 2022-08-08
Rev Recd Date: 2022-11-10

Available Online: 2022-11-18

Publish Date: 2023-05-05

Abstract

Abstract

The parameters of the Holmquist-Johnson-Cook (HJC) constitutive model for ultra-high performance concrete (UHPC) were determined based on uniaxial compression test, split Hopkinson pressure bar (SHPB) test and existing tri-axial compression test and so on, in order to improve the calculation accuracy and design reliability. In the determination process of parameters, the parameters of the HJC constitutive model were divided into five categories. The yield-surface parameters were determined by the static failure surface equation, the parameters of state equation were determined by the p-μ relation, the damage parameters were determined according to relevant literature, the basic physical parameters were determined according to the test, and so on. LS_DYNA was used to simulate the explosion test of the one-way slab. Firstly, the finite element model of the one-way slab was established. The HJC constitutive model was used for the UHPC, and the linear reinforcement model was used for the reinforcement material. The reinforcement and UHPC were connected by common joints. The air and explosive models were established, and the fluid-solid coupling method was used for calculation. The effectiveness of the determined parameters was verified by comparing the simulation results with the damage degree and the maximum deflection of the one-way slab in the test. In order to further understand the anti-blast mechanism of the UHPC members, the determined parameters were used to conduct numerical simulation on the one-way slab explosion condition, and the influences of reinforcement and size effect on the explosion result were analyzed. Results show that during the explosion process, the maximum mid-span deflection of the one-way slab can be reduced by increasing the longitudinal reinforcement ratio, and the length of oblique cracks on the side of the one-way slab can be reduced by properly encrypted stirrups. The UHPC one-way slab has an obvious size effect, and the variation of its thickness and length has the greatest influence on the explosion result.
- ultra-high performance concrete,
- HJC constitutive model,
- parameter determination,
- one-way slab,
- maximum deflection,
- reinforcement ratio

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References

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