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Articles

Coupled SelfSim and genetic programming for non-linear material constitutive modelling

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Pages 1101-1119 | Received 04 Nov 2013, Accepted 26 Aug 2014, Published online: 09 Oct 2014

Figures & data

Figure 1. Simplified flowchart of SelfSim framework.

Figure 1. Simplified flowchart of SelfSim framework.

Figure 2. Comparison of the GP programme structures. (a) LGP (b) Tree-based GP [Citation32].

Figure 2. Comparison of the GP programme structures. (a) LGP (b) Tree-based GP [Citation32].

Figure 3. An excerpt of a linear genetic programme.

Figure 3. An excerpt of a linear genetic programme.

Figure 4. Simplified flowchart of the LGP.

Figure 4. Simplified flowchart of the LGP.

Table 1. Parameter settings for the LGP algorithm.

Figure 5. Experimental vs. predicted stress–strain relationship for soils under unconfined compression.

Figure 5. Experimental vs. predicted stress–strain relationship for soils under unconfined compression.

Figure 6. Experimental vs. predicted stress–strain relationship for aorta.

Figure 6. Experimental vs. predicted stress–strain relationship for aorta.

Figure 7. Simplified pseudo-code of SelfSim–GP algorithm.

Figure 7. Simplified pseudo-code of SelfSim–GP algorithm.

Figure 8. Space truss structure used in case study.

Figure 8. Space truss structure used in case study.

Figure 9. Global force–displacement response of the truss structure.

Figure 9. Global force–displacement response of the truss structure.

Figure 10. Stress–strain behaviour modelling using ANN.

Figure 10. Stress–strain behaviour modelling using ANN.

Figure 11. A comparison of reference model, ANN-based model and GP model.

Figure 11. A comparison of reference model, ANN-based model and GP model.

Figure 12. Stress–strain distribution of the whole structure. (a) Reference material model, (b) GP-based material model derived by SelfSim–GP methodology.

Figure 12. Stress–strain distribution of the whole structure. (a) Reference material model, (b) GP-based material model derived by SelfSim–GP methodology.

Table A1. The optimum LGP programmes of the case studies which can be run in the Discipulus interactive evaluator mode or can be compiled in C++ environment. (Note: v[0], represents ε).

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