Impact resistance of concrete and fibre-reinforced concrete: A review

被引:30
|
作者
Esaker, Mohamed [1 ]
Thermou, Georgia E. [1 ]
Neves, Luis [1 ]
机构
[1] Univ Nottingham, Dept Civil Engn, Univ Pk, Nottingham NG7 2RD, England
关键词
Impact load; Impact resistance; Penetration depth; Fibre-reinforced concrete; HIGH-STRENGTH CONCRETE; CEMENT COMPOSITES; STEEL; PERFORMANCE; SLABS; PLATES; PENETRATION; PERFORATION; BEHAVIOR; PROJECTILES;
D O I
10.1016/j.ijimpeng.2023.104722
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper summarises the research carried out to date on the impact resistance of concrete subjected to different impact load regimes, with a focus on high-velocity projectile impact load. An experimental database is compiled on the response of concrete elements to high-speed projectile impacts, which is used to identify the critical failure modes of concrete under impact loads (i.e. spalling, scabbing, penetration, and perforation of the targeted specimens) and the parameters influencing the impact resistance of concrete (i.e. velocity, mass and shape of the projectile, concrete compressive strength, type and size of aggregate, and type and ratio of reinforcement). In addition, the adequacy of existing empirical formulas to predict the penetration depth is assessed by using the experimental database. A critical discussion highlights the effect of various design parameters on the impact resistance of concrete and determines the key aspects that should be addressed in future research.
引用
收藏
页数:22
相关论文
共 50 条
  • [31] A model for cracking in fibre-reinforced concrete structures
    P. Rossi
    Materials and Structures, 1999, 32
  • [32] Impact Response of Novel Fibre-Reinforced Grouted Aggregate Rubberized Concrete
    G. Murali
    Laxminadh Poka
    K. Parthiban
    M. K. Haridharan
    A. Siva
    Arabian Journal for Science and Engineering, 2019, 44 : 8451 - 8463
  • [33] An analysis of crack nucleation in fibre-reinforced concrete
    Bayard, O
    Plé, O
    MICRO MATERIALS, PROCEEDINGS, 2000, : 718 - 721
  • [34] Durability of fibre-reinforced polymers in concrete structures
    Kalman, Tanja
    Bjegovic, Dubravka
    Sigmund, Vladimir
    GRADEVINAR, 2010, 62 (07): : 611 - 619
  • [35] Analysis of prestressed fibre-reinforced concrete beams
    Thomas, Job
    Ramaswamy, Ananth
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2009, 162 (03) : 119 - 126
  • [36] Torsional behaviour of fibre-reinforced concrete beams
    Roberto, C
    Daniele, F
    Ivo, I
    FIFTH RILEM SYMPOSIUM ON FIBRE-REINFORCED CONCRETES (FRC), 2000, 15 : 347 - 356
  • [37] Shear transfer in fibre-reinforced lightweight concrete
    Lim, Emiko
    Vinayagam, Thamaraikkannan
    Wee, Tiong Huan
    Thangayah, Tamilselvan
    MAGAZINE OF CONCRETE RESEARCH, 2011, 63 (01) : 13 - 20
  • [38] Performance of a fibre-reinforced lightweight concrete panel
    Arisoy, B.
    Wu, H. -C.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 2008, 161 (04) : 157 - 162
  • [39] Properties of confined fibre-reinforced concrete under uniaxial compressive impact
    Sukontasukkul, P
    Mindess, S
    Banthia, N
    CEMENT AND CONCRETE RESEARCH, 2005, 35 (01) : 11 - 18
  • [40] The interplay of abrasion, impact and salt scaling damage in fibre-reinforced concrete
    Zaki, Rowyda A.
    AbdelAleem, Basem H.
    Hassan, Assem A. A.
    Colbourne, Bruce
    MAGAZINE OF CONCRETE RESEARCH, 2021, 73 (04) : 204 - 216