A parametric study on the high-velocity projectile impact resistance of UHPC using the modified K&C model

被引:12
作者
Zhang, Fengling [3 ]
Zhong, Rui [1 ,2 ]
机构
[1] Southeast Univ, Sch Civil Engn, Impact Minist Educ, Nanjing 211189, Peoples R China
[2] Southeast Univ, Engn Res Ctr Safety & Protect Explos, Sch Civil Engn, Nanjing, Peoples R China
[3] Natl Univ Singapore, Dept Civil & Environm Engn, 1 Engn Dr 2, Singapore 117576, Singapore
来源
JOURNAL OF BUILDING ENGINEERING | 2022年 / 46卷
关键词
C model; Projectile impact; Ultra -high performance concrete (UHPC); Penetration depth; Crater; FIBER-REINFORCED-CONCRETE; HIGH-PERFORMANCE CONCRETE; REACTIVE POWDER CONCRETE; HIGH-STRENGTH CONCRETE; DYNAMIC-MECHANICAL PROPERTIES; HIGH-RATE RESPONSE; HIGH-STRAIN-RATE; COMPRESSIVE BEHAVIOR; NUMERICAL-ANALYSIS; PENETRATION DEPTH;
D O I
10.1016/j.jobe.2021.103514
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a comprehensive parametric study on the influence of various aspects on the depth of penetration (DOP) and equivalent crater diameter (ECD) of ultra-high performance concrete (UHPC) caused by high-velocity projectile impact (HVPI) using a modified K&C model. Parameters selected for the investigation include the material properties of UHPC (compressive strength, tensile strength, toughness, elastic modulus, density and dynamic increase factor (DIF)), specimen dimensions (thickness and width), and test conditions (projectile nose shape and striking velocity). Within the range of the investigated material parameters of UHPC, the compressive strength and DIF under compression are the most influential ones for the DOP, while the tensile strength and DIF under tension have the greatest influence on the ECD. It was also found that the Li-Chen equation outperforms other commonly used equations in predicting the DOP of UHPC subjected to HVPI. The findings of this paper facilitate the understanding on the key parameters dictating the resistance of UHPC subjected to HVPI, which shed light on the opti-mization of UHPC mixture design for the applications in protective structures.
引用
收藏
页数:20
相关论文
共 130 条
  • [1] Response of hybrid-fiber reinforced concrete slabs to hard projectile impact
    Almusallam, Tarek H.
    Siddiqui, Nadeem A.
    Iqbal, Rizwan A.
    Abbas, Husain
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2013, 58 : 17 - 30
  • [2] [Anonymous], 1993, Model Code 1990: Design Code
  • [3] Failure characteristics of UHPFRC panels subjected to projectile impact
    Beppu, M.
    Kataoka, S.
    Ichino, H.
    Musha, H.
    [J]. COMPOSITES PART B-ENGINEERING, 2020, 182
  • [4] COMPRESSIVE BEHAVIOR OF CONCRETE AT HIGH-STRAIN RATES
    BISCHOFF, PH
    PERRY, SH
    [J]. MATERIALS AND STRUCTURES, 1991, 24 (144) : 425 - 450
  • [5] Dynamic strengths and toughness of an ultra high performance fibre reinforced concrete
    Bragov, A. M.
    Petrov, Yu. V.
    Karihaloo, B. L.
    Konstantinov, A. Yu.
    Lamzin, D. A.
    Lomunov, A. K.
    Smirnov, I. V.
    [J]. ENGINEERING FRACTURE MECHANICS, 2013, 110 : 477 - 488
  • [6] Experimental analysis of the UHPFRCs behavior under tension at high stress rate
    Cadoni, E.
    Forni, D.
    [J]. EUROPEAN PHYSICAL JOURNAL-SPECIAL TOPICS, 2016, 225 (02) : 253 - 264
  • [7] Tensile behaviour of FRC under high strain-rate
    Cadoni, Ezio
    Meda, Alberto
    Plizzari, Giovanni A.
    [J]. MATERIALS AND STRUCTURES, 2009, 42 (09) : 1283 - 1294
  • [8] Numerical investigation on ballistic performance of coarse-aggregated layered UHPFRC
    Cao, Y. Y. Y.
    Yu, Qingliang
    Tang, W. H.
    Brouwers, H. J. H.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 250 (250)
  • [9] Resistance of multi-layered UHPFRC against in-service projectile: Experimental investigation and modelling prediction
    Cao, Y. Y. Y.
    Li, P. P.
    Brouwers, H. J. H.
    Yu, Q. L.
    [J]. COMPOSITE STRUCTURES, 2020, 244
  • [10] Predicting the rate effects on hooked-end fiber pullout performance from Ultra-High Performance Concrete (UHPC)
    Cao, Y. Y. Y.
    Yu, Q. L.
    Brouwers, H. J. H.
    Chen, W.
    [J]. CEMENT AND CONCRETE RESEARCH, 2019, 120 : 164 - 175