Skip to main content

Table 5 Longitudinal reinforcement stress (MPa).

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

         

 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

         

 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

         

 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

         

 1

67.2

379

416

429

454

510

526

421

419

 2

452

479

541

 Top

546

546

562

562

624

624

553

549

  1. aStrain (from strain gages) multiplied by modulus of elasticity.
  2. bPopovic, Thorenfeldt, and Collins stress–strain model.
  3. cHognestad stress–strain model (ACI 408R-03 recommended method).