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
  • [1] The effect of fibers on the variation of bond between steel reinforcement and concrete with casting position
    Soylev, T. A.
    CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (04) : 1736 - 1746
  • [2] Bond between Steel Reinforcement Bars and Seawater Concrete
    Adnan
    Parung, Herman
    Tjaronge, M. W.
    Djamaluddin, Rudy
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 : 61 - 68
  • [3] Influence of specimen dimensions and reinforcement corrosion on bond performance of steel bars in concrete
    Zhang, Bai
    Zhu, Hong
    Chen, Jun
    Yang, Ou
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (09) : 1759 - 1771
  • [4] Bond between steel reinforcement bars and Electric Arc Furnace slag concrete
    Flora Faleschini
    Amaia Santamaria
    Mariano Angelo Zanini
    José-Tomás San José
    Carlo Pellegrino
    Materials and Structures, 2017, 50
  • [5] Bond between steel reinforcement bars and Electric Arc Furnace slag concrete
    Faleschini, Flora
    Santamaria, Amaia
    Zanini, Mariano Angelo
    San Jose, Jose-Tomas
    Pellegrino, Carlo
    MATERIALS AND STRUCTURES, 2017, 50 (03)
  • [6] Experimental study of bond between steel bars and hybrid fibers reinforced concrete
    Cavalcante de Melo, Fernanda Martins
    Araujo de Jesus Cruz, Anna Cristina
    de Souza Netto, Leonardo Dantas
    de Souza Simplicio, Marcos Antonio
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 275
  • [7] Magnetic field effect on bond performance between reinforcement and concrete containing steel fibers
    Hajforoush, Mohammad
    Kheyroddin, Ali
    Rezaifar, Omid
    Kazemi, Mostafa
    JOURNAL OF BUILDING ENGINEERING, 2024, 98
  • [8] THE INFLUENCE OF THE GEOMETRY OF DEFORMED STEEL BARS ON THEIR BOND STRENGTH IN CONCRETE
    CAIRNS, J
    SKOROBOGATOV, SM
    EDWARDS, AD
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1980, 69 (DEC): : 1045 - 1047
  • [9] INFLUENCE OF THE GEOMETRY OF DEFORMED STEEL BARS ON THEIR BOND STRENGTH IN CONCRETE
    SKOROBOGATOV, SM
    EDWARDS, AD
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1979, 67 (JUN): : 327 - 339
  • [10] The effect of heating and cooling on the bond strength between concrete and steel reinforcement bars with and without epoxy coating
    Lee, Jaesung
    Sheesley, Evan
    Jing, Yuxiang
    Xi, Yunping
    Willam, Kaspar
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 177 : 230 - 236