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

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

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

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

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

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

Temperature distribution during welding. حسب Yihan Tu (22258445)

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

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

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

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

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

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

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

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

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

الموضوعات:

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)

الموضوعات:

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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