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Showing 61 - 80 results of 1,715 for search '(( significant decrease decrease ) OR ( significant main decrease ))~', query time: 0.31s Refine Results
  1. 61
    Failure Modes of M30 Specimens.

    Failure Modes of M30 Specimens. by Hanqiu Wang (13204812)

    Published 2025
    “…The decrease reaches the maximum at a mortar strength of M40. …”
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  2. 62
    Fitting Stress-Strain Curves of M40 Specimens.

    Fitting Stress-Strain Curves of M40 Specimens. by Hanqiu Wang (13204812)

    Published 2025
    “…The decrease reaches the maximum at a mortar strength of M40. …”
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  3. 63
    Failure Modes of M40 Specimens.

    Failure Modes of M40 Specimens. by Hanqiu Wang (13204812)

    Published 2025
    “…The decrease reaches the maximum at a mortar strength of M40. …”
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  4. 64
    Stress-strain curves of composite.

    Stress-strain curves of composite. by Hanqiu Wang (13204812)

    Published 2025
    “…The decrease reaches the maximum at a mortar strength of M40. …”
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  5. 65
    Contains all data.

    Contains all data. by Hanqiu Wang (13204812)

    Published 2025
    “…The decrease reaches the maximum at a mortar strength of M40. …”
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  6. 66
    All data underlying the figures in the main text and supporting information.

    All data underlying the figures in the main text and supporting information. by Bokyung Kim (622579)

    Published 2025
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  7. 67
    Spectral analysis of the relative abundance record of the main coccolithophore species.

    Spectral analysis of the relative abundance record of the main coccolithophore species. by Jose Dominick Guballa (19739909)

    Published 2024
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  8. 68
    Three-dimensional topography of concrete joints.

    Three-dimensional topography of concrete joints. by Zhezhe Zhang (19704587)

    Published 2024
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  9. 69
    The relationship between residual shear strength and <i>JRC</i>, normal stress.

    The relationship between residual shear strength and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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  10. 70
    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line.

    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. by Zhezhe Zhang (19704587)

    Published 2024
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  11. 71
    <i>JRC</i> values of concrete joint specimens of each group.

    <i>JRC</i> values of concrete joint specimens of each group. by Zhezhe Zhang (19704587)

    Published 2024
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  12. 72
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  13. 73
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
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  14. 74
    Concrete joint specimens with the same morphology.

    Concrete joint specimens with the same morphology. by Zhezhe Zhang (19704587)

    Published 2024
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  15. 75
    Test results under the UNLCSL path.

    Test results under the UNLCSL path. by Zhezhe Zhang (19704587)

    Published 2024
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  16. 76
    Unloading direct shear test results of concrete joints under three stress paths.

    Unloading direct shear test results of concrete joints under three stress paths. by Zhezhe Zhang (19704587)

    Published 2024
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  17. 77
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  18. 78
    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path.

    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. by Zhezhe Zhang (19704587)

    Published 2024
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  19. 79
    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  20. 80
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
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