Development Length and Bond Behavior of Steel Bars in Steel Fiber–Reinforced Concrete in Flexural Test-Reference-Cited by-同舟云学术

Development Length and Bond Behavior of Steel Bars in Steel Fiber–Reinforced Concrete in Flexural Test

Published:2020-01 Issue:1 Volume:32 Page:04019333
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Rossi Carlos R. C.¹,Oliveira Dênio R. C.²,Picanço Marcelo S.³,Pompeu Neto Bernardo B.⁴,Oliveira Andrielli M.⁵

Affiliation:

1. M.Sc. Student, Postgraduate Program in Civil Engineering, Federal Univ. of Para, Rua Augusto Corrêa, 1, Belém, PA 66010-150, Brazil.

2. Associate Professor, Postgraduate Program in Civil Engineering, Federal Univ. of Para, Rua Augusto Corrêa, 1, Belém, PA 66010-150, Brazil.

3. Professor, Postgraduate Program in Civil Engineering, Federal Univ. of Para, Rua Augusto Corrêa, 1, Belém, PA 66010-150, Brazil.

4. Titular Professor, Postgraduate Program in Civil Engineering, Federal Univ. of Para, Rua Augusto Corrêa, 1, Belém, PA 66010-150, Brazil.

5. Professor, Technological Innovation Laboratory in Civil Construction, Posgraduate Program in Geotechnical, Structures and Construction, School Civil and Environmental Engineering, Federal Univ. of Goias, Praça Universitária, 1488, Goiânia, GO 74605-220, Brazil (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002979

Reference21 articles.

1. High-performance fiber-reinforced concrete: a review

2. Bond of high-strength concrete under monotonic pull-out loading

3. Modelling the tension stiffening effect in SFR-RC

4. Strength of laps and anchorages of plain surface bars

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