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Showing 241 - 260 results of 1,196 for search '(( significant decrease decrease ) OR ( significant advancement decrease ))~', query time: 0.39s Refine Results
  1. 241
    Geometrical parameters of specimens [5].

    Geometrical parameters of specimens [5]. by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  2. 242
    Residual stresses versus steel strength.

    Residual stresses versus steel strength. by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  3. 243
    pone.0332445.t008 -

    pone.0332445.t008 - by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  4. 244
    Temperature distribution during welding.

    Temperature distribution during welding. by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  5. 245
    Properties of 460 MPa HSS.

    Properties of 460 MPa HSS. by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  6. 246
    Summary of residual stresses in NSS and HSS.

    Summary of residual stresses in NSS and HSS. by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  7. 247
    Residual stress distribution during welding.

    Residual stress distribution during welding. by Yihan Tu (22258445)

    Published 2025
    “…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …”
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  8. 248
    Relevant parameters fitted by Pei model.

    Relevant parameters fitted by Pei model. by YongHe Liu (20477123)

    Published 2024
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  9. 249
    Performance index of fly ash.

    Performance index of fly ash. by YongHe Liu (20477123)

    Published 2024
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  10. 250
    Variation of T<sub>2</sub> spectrum of 0.38 water–binder ratio of concrete during F–T process under −3 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air content = 6.4%; (d) Air content = 9.6%.

    Variation of T<sub>2</sub> spectrum of 0.38 water–binder ratio of concrete during F–T process under −3 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... by YongHe Liu (20477123)

    Published 2024
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  11. 251
    Relationship curves fitted by Pei model: (a) standard curing; (b) 5 °C curing; (c) −3 °C.

    Relationship curves fitted by Pei model: (a) standard curing; (b) 5 °C curing; (c) −3 °C. by YongHe Liu (20477123)

    Published 2024
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  12. 252
    Variation of T<sub>2</sub> spectrum of 0.38 water–binder ratio of concrete during F–T process under 5 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air content = 6.4%; (d) Air content = 9.6%.

    Variation of T<sub>2</sub> spectrum of 0.38 water–binder ratio of concrete during F–T process under 5 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... by YongHe Liu (20477123)

    Published 2024
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  13. 253
    Performance index of mineral powder.

    Performance index of mineral powder. by YongHe Liu (20477123)

    Published 2024
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  14. 254
    Relevant parameters fitted by Bai model.

    Relevant parameters fitted by Bai model. by YongHe Liu (20477123)

    Published 2024
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  15. 255
    Variation of MLR of concrete under three curing conditions after F–T: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing.

    Variation of MLR of concrete under three curing conditions after F–T: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. by YongHe Liu (20477123)

    Published 2024
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  16. 256
    Relationship between <i>β</i><sub>1</sub> and <i>β</i><sub>2</sub> and compressive strength.

    Relationship between <i>β</i><sub>1</sub> and <i>β</i><sub>2</sub> and compressive strength. by YongHe Liu (20477123)

    Published 2024
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  17. 257
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
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  18. 258
    Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing.

    Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. by YongHe Liu (20477123)

    Published 2024
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  19. 259
    Porosity changes in concrete after F–T under three curing conditions.

    Porosity changes in concrete after F–T under three curing conditions. by YongHe Liu (20477123)

    Published 2024
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  20. 260
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
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