From: An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete
Section | \( {\text{f}}_{\text{c}}^{ '} \) | Measureda | Moment–curvature method | Measureda | |||||
---|---|---|---|---|---|---|---|---|---|
Measureda | Ave. | (M-Φ)b | Ave. | (M-Φ)c | Ave. | \( \frac{{{\text{f}}_{s} }}{{\root{{}} \of {{\frac{{{\text{f}}_{\text{c(test)}}^{ '} }}{{{\text{f}}_{\text{c(design)}}^{ '} }}}}}} \) | \( \frac{{{\text{f}}_{\text{s}} }}{{\root{ 4} \of {{\frac{{{\text{f}}_{\text{c(test)}}^{ '} }}{{{\text{f}}_{\text{c(design)}}^{ '} }}}}}} \) | ||
NCC | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 1 | 39.9 | 341 | 345 | 239 | 284 | 324 | 347 | 353 | 349 |
 2 | 350 | 328 | 370 | ||||||
 Top | 377 | 377 | 238 | 238 | 321 | 321 | 386 | 382 | |
NSCC | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 1 | 47.2 | 436 | 424 | 319 | 310 | 403 | 396 | 397 | 410 |
 2 | 412 | 301 | 388 | ||||||
 Top | 349 | 349 | 271 | 271 | 360 | 360 | 327 | 338 | |
HCC | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 1 | 66.4 | 427 | 413 | 499 | 458 | 554 | 527 | 421 | 417 |
 2 | 399 | 416 | 500 | ||||||
 Top | 509 | 509 | 552 | 552 | 567 | 567 | 519 | 514 | |
HSCC | Â | Â | Â | Â | Â | Â | Â | Â | Â |
 1 | 67.2 | 379 | 416 | 429 | 454 | 510 | 526 | 421 | 419 |
 2 | 452 | 479 | 541 | ||||||
 Top | 546 | 546 | 562 | 562 | 624 | 624 | 553 | 549 |