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

"…Additionally, welding sequences significantly affect residual stress magnitudes without altering their general distribution patterns. …"

ELISA analysis revealed a significant decrease in SP (A & B) and CGRP (C & D) protein levels in the corneas and tear fluid of mice treated with 0.5% bupivacaine (BUP) every alternate day for 15 days (administered via subconjunctival injection (SCI) alone or in combination with topical (TOP) application) compared to PBS-treated controls. حسب Ananya Datta (19932144)

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

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

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Variation of T₂ 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... حسب YongHe Liu (20477123)

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

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Variation of T₂ 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... حسب YongHe Liu (20477123)

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

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

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

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

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Concrete mix proportions. حسب YongHe Liu (20477123)

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

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

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Noun abbreviations. حسب YongHe Liu (20477123)

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Particle distribution curve: (a) Fine sand; (b) Coarse sand. حسب YongHe Liu (20477123)

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Curing method of concrete: (a) standard curing environment; (b) 5 °C curing and −3 °C curing environments. حسب YongHe Liu (20477123)

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NMR aperture distribution of samples before and after 100 FTCs under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. حسب YongHe Liu (20477123)

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(a) Electro-hydraulic servo pressure testing machine; (b) Concrete freeze-thaw cycle testing machine. حسب YongHe Liu (20477123)

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

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