Dynamic strengths and toughness of an ultra high performance fibre reinforced concrete

被引:88
|
作者
Bragov, A. M. [1 ]
Petrov, Yu. V. [2 ]
Karihaloo, B. L. [3 ]
Konstantinov, A. Yu. [1 ]
Lamzin, D. A. [4 ]
Lomunov, A. K. [1 ]
Smirnov, I. V. [2 ]
机构
[1] State Univ Nizhny Novgorod, Res Inst Mech, Nizhnii Novgorod 603950, Russia
[2] St Petersburg State Univ, St Petersburg 199034, Russia
[3] Cardiff Univ, Sch Engn, Cardiff CF24 3AA, S Glam, Wales
[4] Nizhny Novgorod State Univ Architecture & Civil E, Nizhnii Novgorod 603950, Russia
基金
俄罗斯基础研究基金会;
关键词
Ultra high performance fibre reinforced concrete; Kolsky method; Compression; Splitting; Three-point notched bend; Fracture; Incubation time; Dynamic strength; CARDIFRC; STRAIN-RATE; MECHANICAL-PROPERTIES; HIGH-RATES; PART I; FRACTURE; ENHANCEMENT; CARDIFRC(R); BEHAVIOR;
D O I
10.1016/j.engfracmech.2012.12.019
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The results of dynamic compression, splitting and notched three-point bend tests of the ultra high performance fibre reinforced concrete, known under the trade name CARDIFRC, are presented. The tests have been performed using the Kolsky method and its modifications for dynamic splitting and notched three-point bend testing. The mechanical data (strength, time and energy characteristics) of this material at high strain rates have been obtained. It is shown that these characteristics are sensitive both to the strain rate and to the stress rate. A unified interpretation of these rate effects based on the structural-temporal approach is presented. It is shown that the time dependence of the dynamic compressive and split tensile strengths and of the dynamic toughness of CARDIFRC can be predicted by the incubation time criterion. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:477 / 488
页数:12
相关论文
共 50 条
  • [31] Behaviour of ultra high performance fibre reinforced concrete columns subjected to blast loading
    Xu, Juechun
    Wu, Chengqing
    Xiang, Hengbo
    Su, Yu
    Li, Zhong-Xian
    Fang, Qin
    Hao, Hong
    Liu, Zhongxian
    Zhang, Yadong
    Li, Jun
    ENGINEERING STRUCTURES, 2016, 118 : 97 - 107
  • [32] Ultra High Performance Fibre Reinforced Concrete (UHPFRC) for connections between precast elements
    Maya, L. F.
    Albajar, L.
    Portabella, J.
    Lopez, C.
    Moran, F.
    INFORMES DE LA CONSTRUCCION, 2010, 62 (520) : 27 - 41
  • [33] Structural reliability of ultra high-performance fibre reinforced concrete beams in flexure
    Simwanda, L.
    De Koker, N.
    Viljoen, C.
    ENGINEERING STRUCTURES, 2021, 244
  • [34] The study of using fly ash to produce Ultra High Performance Fibre Reinforced Concrete
    Corinaldesi, Valeria
    ADVANCED ENGINEERING MATERIALS II, PTS 1-3, 2012, 535-537 : 1889 - 1892
  • [35] Ultra-high performance fibre reinforced concrete mix design in central Canada
    Habel, Katrin
    Charron, Jean-Philippe
    Braike, Shadi
    Hooton, R. Douglas
    Gauvreau, Paul
    Massicotte, Bruno
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2008, 35 (02) : 217 - 224
  • [36] Behaviour and analysis of ultra high performance fibre reinforced concrete (UHPFRC) skew slabs
    Xie, Tianyu
    Ali, M. S. Mohamed
    Visintin, Phillip
    ENGINEERING STRUCTURES, 2019, 199
  • [37] Tensile fatigue behaviour of ultra-high performance fibre reinforced concrete (UHPFRC)
    Makita, Tohru
    Bruehwiler, Eugen
    MATERIALS AND STRUCTURES, 2014, 47 (03) : 475 - 491
  • [38] Experimental assessment of connections for precast concrete frames using ultra high performance fibre reinforced concrete
    Maya, L. F.
    Zanuy, C.
    Albajar, L.
    Lopez, C.
    Portabella, J.
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 48 : 173 - 186
  • [39] Mesoscale study of steel fibre-reinforced ultra-high performance concrete under static and dynamic loads
    Su, Yu
    Li, Jun
    Wu, Chengqing
    Wu, Pengtao
    Tao, Ming
    Li, Xibing
    MATERIALS & DESIGN, 2017, 116 : 340 - 351
  • [40] Structural Behaviour of Composite Elements Combining Reinforced Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) and Reinforced Concrete
    Oesterlee, Cornelius
    Bruehwiler, Eugen
    Denarie, Emmanuel
    BETON- UND STAHLBETONBAU, 2009, 104 (08) : 462 - 470