3D SPH modeling of heterogeneous materials failure under dynamic loads
A mesh-free smoothed particle hydrodynamics (SPH) method is developed to simulate the failure of heterogeneous materials under different strain rates on 3D compression specimens. An elasto-plastic damage model is adopted to describe the pressure-sensitive strength behavior of the heterogeneous mater...
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sg-ntu-dr.10356-1024792020-03-07T13:22:20Z 3D SPH modeling of heterogeneous materials failure under dynamic loads Ma, Guowei Yi, Xia Wei Wang, Xue Jun School of Civil and Environmental Engineering DRNTU::Engineering::Materials A mesh-free smoothed particle hydrodynamics (SPH) method is developed to simulate the failure of heterogeneous materials under different strain rates on 3D compression specimens. An elasto-plastic damage model is adopted to describe the pressure-sensitive strength behavior of the heterogeneous materials. Numerical simulations are performed for the constructed 3D artificial granite specimens. Results demonstrate that the proposed 3D modeling method can better resemble the rock microstructure and heterogeneity and it can be further used in other applications. 2013-10-16T05:39:16Z 2019-12-06T20:55:34Z 2013-10-16T05:39:16Z 2019-12-06T20:55:34Z 2013 2013 Journal Article Ma, G., Yi, X. W., & Wang, X. J. (2013). 3D SPH modeling of heterogeneous materials failure under dynamic loads. Key engineering materials, 535-536, 553-556. 1662-9795 https://hdl.handle.net/10356/102479 http://hdl.handle.net/10220/16531 10.4028/www.scientific.net/KEM.535-536.553 en Key Engineering Materials |
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DRNTU::Engineering::Materials Ma, Guowei Yi, Xia Wei Wang, Xue Jun 3D SPH modeling of heterogeneous materials failure under dynamic loads |
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A mesh-free smoothed particle hydrodynamics (SPH) method is developed to simulate the failure of heterogeneous materials under different strain rates on 3D compression specimens. An elasto-plastic damage model is adopted to describe the pressure-sensitive strength behavior of the heterogeneous materials. Numerical simulations are performed for the constructed 3D artificial granite specimens. Results demonstrate that the proposed 3D modeling method can better resemble the rock microstructure and heterogeneity and it can be further used in other applications. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Ma, Guowei Yi, Xia Wei Wang, Xue Jun |
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Article |
author |
Ma, Guowei Yi, Xia Wei Wang, Xue Jun |
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Ma, Guowei |
title |
3D SPH modeling of heterogeneous materials failure under dynamic loads |
title_short |
3D SPH modeling of heterogeneous materials failure under dynamic loads |
title_full |
3D SPH modeling of heterogeneous materials failure under dynamic loads |
title_fullStr |
3D SPH modeling of heterogeneous materials failure under dynamic loads |
title_full_unstemmed |
3D SPH modeling of heterogeneous materials failure under dynamic loads |
title_sort |
3d sph modeling of heterogeneous materials failure under dynamic loads |
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2013 |
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https://hdl.handle.net/10356/102479 http://hdl.handle.net/10220/16531 |
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