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Building structures and materials

Experimental study on optimization of continuous steel box girder bridge deck

, , &
Pages 1250-1264 | Received 24 Apr 2023, Accepted 06 Sep 2023, Published online: 12 Sep 2023

Figures & data

Figure 1. Bridge layout (unit: mm).

Figure 1. Bridge layout (unit: mm).

Figure 2. Full-scale model specimen of the steel bridge deck.

Figure 2. Full-scale model specimen of the steel bridge deck.

Table 1. Design parameters of the full-scale model specimen.

Figure 3. Abaqus finite element model.

Figure 3. Abaqus finite element model.

Figure 4. Test loading diagram.

Figure 4. Test loading diagram.

Figure 5. Measurement point layout.

Figure 5. Measurement point layout.

Figure 6. Testing instruments.

Figure 6. Testing instruments.

Figure 7. Stress load curve.

Figure 7. Stress load curve.

Figure 8. Displacement load curve.

Figure 8. Displacement load curve.

Figure 9. Stress value comparison diagram.

Figure 9. Stress value comparison diagram.

Figure 10. Analysis point diagram.

Figure 10. Analysis point diagram.

Table 2. Design variable values.

Table 3. 5 factors BBD experimental design group.

Figure 11. Partial finite element cloud diagram.

Figure 11. Partial finite element cloud diagram.

Table 4. One-factor control experimental groups.

Figure 12. Single factor parameter influence.

Figure 12. Single factor parameter influence.

Table 5. Maximum stress reduction ratio.

Table 6. Preliminary statistics of finite element calculation data.

Table 7. R1 variance test table.

Figure 13. Residual normal diagram.

Figure 13. Residual normal diagram.

Figure 14. Contour map and surface map of interaction between two factors.

Figure 14. Contour map and surface map of interaction between two factors.

Figure 14. (Continued).

Figure 14. (Continued).