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Table 2 Bearing capacity of the tested samples (kN)

From: Interface Shear Failure Behavior Between Normal Concrete (NC) and Ultra-High Performance Concrete (UHPC)

Substrate strength

Rq

0.41 mm

0.47 mm

0.66 mm

0.91 mm

0.95 mm

1.31 mm

C40

Sample 1

341.8

272.7

376.8

359.5

455.8

433.2

 

Sample 2

287.9

360.5

529.9

450.5

534.6

615.6

 

Sample 3

313.5

429.2

489.6

481.1

355.8

503.8

 

Average

314.4

354.1

465.4

430.4

448.8

517.5

C50

Sample 1

389.6

430.5

515.5

597.8

458.9

531.1

Sample 2

403.4

461.3

438.6

534.6

513.1

537.3

Sample 3

287.9

375.3

525.4

403.7

548.8

523.1

Average

360.30

422.35

493.12

512.05

506.96

530.50