A comment on the calculation models for reinforced concrete under intense dynamic loading

Gao Fei; Wang Mingyang; Zhang Xianfeng; He Yong; Li Mengshen

doi:10.11883/1001-1455(2017)02-0365-12

Volume 37 Issue 2

Mar. 2017

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Gao Fei, Wang Mingyang, Zhang Xianfeng, He Yong, Li Mengshen. A comment on the calculation models for reinforced concrete under intense dynamic loading[J]. Explosion And Shock Waves, 2017, 37(2): 365-376. doi: 10.11883/1001-1455(2017)02-0365-12

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Gao Fei, Wang Mingyang, Zhang Xianfeng, He Yong, Li Mengshen. A comment on the calculation models for reinforced concrete under intense dynamic loading[J]. Explosion And Shock Waves, 2017, 37(2): 365-376. doi: 10.11883/1001-1455(2017)02-0365-12

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A comment on the calculation models for reinforced concrete under intense dynamic loading

doi: 10.11883/1001-1455(2017)02-0365-12

1.
Ministerial Key Laboratory of ZNDY, Nanjing University of Science and Technology, Nanjing 210094, Jiangsu, China
2.
State Key Laboratory for Disaster Prevention & Mitigation of Explosion & Impact, PLA University of Science and Technology, Nanjing 210007, Jiangsu, China

Received Date: 2015-05-20
Rev Recd Date: 2015-09-18
Publish Date: 2017-03-25

Abstract

Abstract

Based on several key issues of the elastic-plastic constitutive model, the equation of state and strength criterion, and the calculation of the strength of concrete under blast and impact loading were reviewed. Concrete being viewed as a binary material composed of matrix and pores, a model including the pore compaction and dynamic damage evolution in elastic-plastic deformation and failure were introduced. On the basis of a mathematical-experimental method, some conclusions and proposals for further reseach were made at the end of the paper.
- constitutive model,
- porosity evolution,
- reinforced concrete,
- intense dynamic loading

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References(47)

References

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