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Showing 741 - 760 results of 21,342 for search '(( significant results decrease ) OR ( significant decrease decrease ))', query time: 0.43s Refine Results
  1. 741
    Linear contact model.

    Linear contact model. by Qingwen Li (1510687)

    Published 2025
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  2. 742
    Numerical simulation scheme.

    Numerical simulation scheme. by Qingwen Li (1510687)

    Published 2025
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  3. 743
    12 Enhancement of stress and strain for FRP confined specimens.

    12 Enhancement of stress and strain for FRP confined specimens. by Qingwen Li (1510687)

    Published 2025
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  4. 744
    Chemical composition (%) of the Egyptian clay [9].

    Chemical composition (%) of the Egyptian clay [9]. by Nasser A. M. Barakat (11705885)

    Published 2025
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  5. 745
    Compression strength of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C.

    Compression strength of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C. by Nasser A. M. Barakat (11705885)

    Published 2025
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  6. 746
    Two magnifications SEM; (A and B) and TEM (C and D) images for the produced TiO<sub>2</sub> nanofibers.

    Two magnifications SEM; (A and B) and TEM (C and D) images for the produced TiO<sub>2</sub> nanofibers. by Nasser A. M. Barakat (11705885)

    Published 2025
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  7. 747
    Principle of FLAC-PFC coupling calculation.

    Principle of FLAC-PFC coupling calculation. by Qingwen Li (1510687)

    Published 2025
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  8. 748
    Compressive strength of FRP confined CGC.

    Compressive strength of FRP confined CGC. by Qingwen Li (1510687)

    Published 2025
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  9. 749
    Apparent density of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C.

    Apparent density of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C. by Nasser A. M. Barakat (11705885)

    Published 2025
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  10. 750
    Water absorption of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C.

    Water absorption of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C. by Nasser A. M. Barakat (11705885)

    Published 2025
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  11. 751
    Crack propagation characteristics in the failure of GFRP confined coal gangue concrete.

    Crack propagation characteristics in the failure of GFRP confined coal gangue concrete. by Qingwen Li (1510687)

    Published 2025
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  12. 752
    14 Elastic modulus of FRP confined CGC.

    14 Elastic modulus of FRP confined CGC. by Qingwen Li (1510687)

    Published 2025
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  13. 753
    FRP sheets wrapped specimen.

    FRP sheets wrapped specimen. by Qingwen Li (1510687)

    Published 2025
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  14. 754
    Mesoscopic parameters of PFC3D-FLAC3D coupling model.

    Mesoscopic parameters of PFC3D-FLAC3D coupling model. by Qingwen Li (1510687)

    Published 2025
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  15. 755
    11 Stress-strain curves of FRP confined specimens.

    11 Stress-strain curves of FRP confined specimens. by Qingwen Li (1510687)

    Published 2025
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  16. 756
    The schematic of the mechanism of action.

    The schematic of the mechanism of action. by Qingwen Li (1510687)

    Published 2025
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  17. 757
    Percentage change in the apparent density of pristine and modified Egyptian kaolin sintered at 1050 °C for 4 successive cycles.

    Percentage change in the apparent density of pristine and modified Egyptian kaolin sintered at 1050 °C for 4 successive cycles. by Nasser A. M. Barakat (11705885)

    Published 2025
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  18. 758
    21 Crack propagation characteristics in the failure of BFRP confined coal gangue concrete.

    21 Crack propagation characteristics in the failure of BFRP confined coal gangue concrete. by Qingwen Li (1510687)

    Published 2025
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  19. 759
    Porosity of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C.

    Porosity of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C. by Nasser A. M. Barakat (11705885)

    Published 2025
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  20. 760
    The number of strong contact and strong contact force of GFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%).

    The number of strong contact and strong contact force of GFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%). by Qingwen Li (1510687)

    Published 2025
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