Influence of Steel Fibers and Casting Direction on the Bond Between Concrete and Reinforcement Bars

被引:0
|
作者
de Omena Juca, Pedro Henrique [1 ,2 ]
Cardoso, Camila Vargas [1 ,2 ]
Cocco, Guilherme Durigon [1 ,2 ]
Kulzer, Felipe Eduardo [1 ,2 ]
de Oliveira, Leticia Larre [1 ,2 ]
Marangon, Ederli [1 ,2 ,3 ]
Kosteski, Luis Eduardo [1 ,2 ,3 ]
机构
[1] Fed Univ Pampa, Dept Civil Engn, Bage, Brazil
[2] Fed Univ Pampa, MAEC Grp, Bage, Brazil
[3] Fed Univ Pampa, Engn Post Grad Program PPENG, Bage, Brazil
关键词
Mechanical behavior; Cementitious composites; Anisotropy; Casting direction; HIGH-STRENGTH CONCRETE; PERFORMANCE; ORIENTATION; BEHAVIOR; REBAR;
D O I
10.1007/978-3-030-83719-8_18
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research aimed to analyze the stress transfer mechanism in specimens under direct tensile stress, through the cracking process on two types of self-compacting concrete mixtures, without fibers and using steel fibers (hybrid reinforcement), which were cast horizontally and vertically. To achieve the purpose, prismatic specimens were produced and their mechanical properties evaluated through of the stiffness, load and displacement of the cracking process characterization. The specimens used dimensions of 150 x 150 x 750 mm and were cast in the vertical and horizontal position with 20 mm steel bars longitudinally, centralized in the cross section. The composition of self-compacting concrete using fibers has a volumetric fraction of 1.5%. The results of experimental tests indicated different crack patterns and fracture mechanism. To mixture without fibers, the vertical direction casting group shown a cracking process synchronously on each specimen faces, demonstrating homogeneity of the mixture and less presence of voids in steel-concrete interface. Moreover, both groups without fibers, vertical and horizontal, performed a brief cracking level, quickly reaching the steel bar stiffness. On the other hand, the steel fibers presence stiffened the prismatic rods, which resulted in gradual levels of stress transfers between steel and concrete. The first crack opening in specimens of horizontal direction casting group showed increase in load and stiffening modulus, when compared to vertical group, and a steady stiffening modulus after. The vertical group performed a gradual decrease stiffening modulus in post-first crack stage. The specimens face of vertical group in the post-cracking stage showed regular and simultaneous spacing between the cracks, while the horizontal group performed an asymmetric crack pattern. Thus, the direction of horizontal casting influenced the inside distribution of fibers, resulting in a favorable mechanical orientation caused during the casting of the fresh mixture.
引用
收藏
页码:198 / 207
页数:10
相关论文
共 50 条
  • [31] Effect of Steel Fibers on Bond Strength of Hooked Bars in High-Strength Concrete
    Hamad, Bilal S.
    Abou Haidar, Elias Y.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (05) : 673 - 681
  • [32] Effect of casting direction on bond of reinforcement in High Performance Self-Compacting Concrete (HPSCC)
    Dybel, Piotr
    64THSCIENTIFIC CONFERENCE OF THE COMMITTEE FOR CIVIL ENGINEERING OF THE POLISH ACADEMY OF SCIENCES AND THE SCIENCE COMMITTEE OF THE POLISH ASSOCIATION OF CIVIL ENGINEERS (PZITB) (KRYNICA 2018), 2019, 262
  • [33] FATIGUE OF STEEL REINFORCEMENT BARS IN CONCRETE - REVIEW
    TILLY, GP
    FATIGUE OF ENGINEERING MATERIALS AND STRUCTURES, 1979, 2 (03): : 251 - 268
  • [34] The influence of corrosion on bond properties between concrete and reinforcement in concrete structures
    Anna Ouglova
    Yves Berthaud
    François Foct
    Marc François
    Frédéric Ragueneau
    Ilie Petre-Lazar
    Materials and Structures, 2008, 41 : 969 - 980
  • [35] The influence of corrosion on bond properties between concrete and reinforcement in concrete structures
    Ouglova, Anna
    Berthaud, Yves
    Fcot, Francois
    Francois, Marc
    Ragueneau, Frederic
    Petre-Lazar, Ilie
    MATERIALS AND STRUCTURES, 2008, 41 (05) : 969 - 980
  • [36] Analysis of bond-slip performance between corroded steel bars and concrete at different positions of steel bars
    He, Hua'nan
    Chen, Xixian
    Yang, Manman
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2023, 44 (10): : 1720 - 1731
  • [37] Bond deterioration of corroded steel bars in concrete
    Saether, Irina
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2011, 7 (06) : 415 - 429
  • [38] Effect of Waste Steel Shavings on Bond Strength between Concrete and Steel Reinforcement
    Osifala, K. B.
    Salau, M. A.
    Obiyomi, T. H.
    3RD INTERNATIONAL CONFERENCE ON INNOVATIVE MATERIALS, STRUCTURES AND TECHNOLOGIES (IMST 2017), 2017, 251
  • [39] BOND OF GALVANIZED STEEL REINFORCEMENT IN CONCRETE
    BIRD, CE
    NATURE, 1962, 194 (4830) : 798 - &
  • [40] The influence of steel fibers on the bond slip behavior between rebars and concrete: Experimental and analytical investigation
    Monteiro, Vitor Moreira de Alencar
    Cardoso, Daniel Carlos Taissum
    Silva, Flavio de Andrade
    Mobasher, Barzin
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 411