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International Journal of Concrete Structures and Materials

Table 7 Strength reduction factor (β) of specimens.

From: Experimental Investigation on Flexural Behavior of Reinforced Ultra High Performance Concrete Low-Profile T-Beams

Specimens

B-S65-16

B-S65-20

B-S81-20

B-S83-20

Mean

Suggested value for straight fiber

B-H65-20

Suggested value for hooked-end fiber

Factor β

0.489

0.517

0.595

0.514

0.529

0.500

0.937

0.900

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