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Table 1.

Basic physical and mechanical properties of cement.

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Table 2.

Physical properties of fly ash.

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Table 3.

Gradation of fine aggregate.

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Table 4.

Gradation of coarse aggregate.

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Table 5.

Types of steel fibers and main physical and mechanical properties.

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Fig 1.

Steel fibers with different aspect ratios.

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Fig 1 Expand

Table 6.

Mix ratio of steel fiber self-compacting concrete specimens (1m³/kg).

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Table 6 Expand

Fig 2.

Slump expansion of steel fiber self-compacting concrete.

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Fig 2 Expand

Fig 3.

J-ring expansion of steel fiber self-compacting concrete.

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Table 7.

Slump expansion diameter and J-ring expansion of steel fiber self-compacting concrete under different steel fiber content.

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Table 8.

Dimensions and quantity of specimens.

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Fig 4.

Compression failure pattern of concrete cube specimens.

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Table 9.

Cube compressive strength test results (28d, MPa).

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Table 9 Expand

Fig 5.

The relationship between the compressive strength value and the volumetric content of steel fiber.

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Fig 5 Expand

Fig 6.

Concrete flexural failure pattern.

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Fig 6 Expand

Table 10.

Flexural strength test results (28d, MPa).

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Table 10 Expand

Fig 7.

The relationship between the tensile elastic modulus and the volumetric content of steel fiber.

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Fig 7 Expand

Table 11.

Elastic modulus test results (28d, MPa).

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Table 11 Expand

Fig 8.

Elastic Modulus test loading of self-compacting steel fiber concrete.

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Fig 8 Expand

Fig 9.

The relationship between the elastic modulus and the volumetric content of steel fiber.

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Fig 9 Expand

Fig 10.

The relationship between the tension-compression ratio and the volume content of steel fiber.

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Fig 11.

Evolution process of surface strain field at different stages of cubic compressive test.

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Fig 12.

Comprehensive effect of fiber content on self-compacting concrete.

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Table 12.

Comparison of experimental data.

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Table 12 Expand