Parameter Study of Concrete Impact Damage Model Based on DOE Analysis

Jiang Bo Wang; Qing Ming Zhang; Cheng Liang Feng; Wei Bing Li; Heng Wang

doi:10.4028/www.scientific.net/AMR.502.451

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 502Parameter Study of Concrete Impact Damage Model...

Parameter Study of Concrete Impact Damage Model Based on DOE Analysis

Abstract:

By building up a debugging method about material parameters of concrete impact damage model based on DOE (Design of Experiments) analysis, this paper studies the influence of material parameters of concrete targets on the results of numerical simulation based on quantitative analysis, when the impact velocity is 300m/s and 850m/s respectively. It concludes that when the impact velocity of 300m/s, 5 parameters have considerable effect on the residual velocity of warhead, they are ，，， and . Of all 5 parameters, , and can be obtained by calculation therefore it only needs to debug two parameters and according to experiments. Finally, when the impact velocity is 300m/s or so, debug combining the experiments to get a set of concrete impact damage model material parameters to make the results of simulation and experiment anastomosis well.

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Periodical:

Advanced Materials Research (Volume 502)

Pages:

451-457

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.502.451

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Online since:

April 2012

Authors:

Jiang Bo Wang, Qing Ming Zhang, Cheng Liang Feng, Wei Bing Li, Heng Wang

Keywords:

Concrete, Design of Experiment (DOE), Material Parameter, Numerical Simulation

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References

[1] Watstein D.Effect of Straining Rate on the Compression Strength and Elastic Properties.ACI,Journal Proceeding, 1953, 49(8).

Google Scholar

[2] Soroushian P, et al.Dynamic Constitutive Behavior of Concrete. ACI, Journal, 1986, 83(26).

Google Scholar

[3] Williams M.Modeling of Local Impact Effects on Plain and Reinforced Concrete. ACI, Structural Journal,1994,91(2).

Google Scholar

[4] Weerheijm J,et al.Structural Response in Impact Tensile Tests on Concrete. AD-A222449,1990.

Google Scholar

[5] Huang Shiyuan, Jiang Jiafen. Modern concrete technology. Shanxi: Shanxi technology Press, 1998.

Google Scholar

[6] Zhang Fengguo, Li Enzheng. A method to determine the parameters of the model for concrete impact and damage [J].Journal of Ballistics, 2001, 13(4)：12-16.

Google Scholar

[7] Holmquist T J,Johnson G R,Cook W H.A computational constitutive model for concrete subjected to large strains,high strain rates,and high pressures.14th International Symposium on Ballistics,1995:591-600.

DOI: 10.1115/1.4004326

Google Scholar