Lattice discrete discrete particle modeling of plain concrete perforation responses

被引:26
|
作者
Feng, Jun [1 ]
Yao, Wenjin [2 ,3 ]
Li, Weixin [4 ]
Li, Wenbin [2 ]
机构
[1] Nanjing Univ Sci & Technol, Natl Key Lab Transient Phys, Nanjing 210094, Jiangsu, Peoples R China
[2] Nanjing Univ Sci & Technol, Sch Mech Engn, Nanjing 210094, Jiangsu, Peoples R China
[3] Nanyang Technol Univ, Temasek Labs, 50 Nanyang Dr, Singapore 637553, Singapore
[4] Northwestern Univ, Theoret & Appl Mech, Evanston, IL 60208 USA
基金
中国国家自然科学基金;
关键词
Concrete perforation; Steel culvert; Lattice discrete particle model; Residual velocity; Damage mode; HIGH-PERFORMANCE CONCRETE; SPHERICAL CAVITY-EXPANSION; SHEAR STRAIN-RATE; REINFORCED-CONCRETE; PROJECTILE PENETRATION; DYNAMIC FRACTURE; RIGID PROJECTILE; KINETIC-ENERGY; IMPACT; SIMULATION;
D O I
10.1016/j.ijimpeng.2017.05.017
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper numerically investigates the large-caliber hard projectile perforation of plain concrete slab with steel culvert confinement by using the recently developed Lattice Discrete Particles Model (LDPM). With mesoscale constitutive laws governing the interaction between adjacent particles, LDPM simulates concrete features like cohesive fracture, strain hardening in compression and compaction due to pore collapse. The perforation simulation model is established with LDPM for concrete, elastoplastic model for steel culvert and penalty contact for projectile-concrete interaction. Simulation of 5 shots concrete perforation tests are carried out to validate the numerical model, and the numerical results are in good agreement with the experimental data in terms of residual velocities as well as target damage mode. Extensive simulations are further performed to investigate the effects of aggregate discretization, steel culvert confinement and diameter size on perforation responses. Comparative numerical study indicates that with culvert confinement, the projectile residual velocity is significantly reduced except for perforation case with 0.3 m thickness target. Meanwhile, crack fills the 0.6 m diameter target which poses less resistance to projectile impact. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:39 / 51
页数:13
相关论文
共 50 条
  • [1] Lattice Discrete Particle Modeling of Reinforced Concrete Flexural Behavior
    Alnaggar, Mohammed
    Pelessone, Daniele
    Cusatis, Gianluca
    JOURNAL OF STRUCTURAL ENGINEERING, 2019, 145 (01)
  • [2] Stochastic lattice discrete particle modeling of fracture in pervious concrete
    Fascetti, Alessandro
    Ichimaru, Sonoko
    Bolander, John E.
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2022, 37 (14) : 1788 - 1808
  • [3] Lattice discrete particle modeling of fiber reinforced concrete: Experiments and simulations
    Jin, Congrui
    Buratti, Nicola
    Stacchini, Marco
    Savoia, Marco
    Cusatis, Gianluca
    European Journal of Mechanics, A/Solids, 2016, 57 : 85 - 107
  • [4] Lattice discrete particle modeling of compressive failure in hollow concrete blocks
    Javidan, Fatemeh
    Shahbeyk, Sharif
    Safarnejad, Mohammad
    COMPUTERS AND CONCRETE, 2014, 13 (04): : 437 - 456
  • [5] Lattice discrete particle modeling of fiber reinforced concrete: Experiments and simulations
    Jin, Congrui
    Buratti, Nicola
    Stacchini, Marco
    Savoia, Marco
    Cusatis, Gianluca
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2016, 57 : 85 - 107
  • [6] BAYESIAN PARAMETER IDENTIFICATION OF LATTICE DISCRETE PARTICLE MODEL FOR CONCRETE
    Janouchova, E.
    Kucerova, A.
    Sykora, J.
    Vorel, J.
    Wendner, R.
    ENGINEERING MECHANICS 2018 PROCEEDINGS, VOL 24, 2018, : 325 - 328
  • [7] Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures
    Alnaggar, Mohammed
    Cusatis, Gianluca
    Di Luzio, Giovanni
    CEMENT & CONCRETE COMPOSITES, 2013, 41 : 45 - 59
  • [8] Simulation of reinforced concrete structures under blast and penetration through lattice discrete particle modeling
    Cusatis, Gianluca
    Pelessone, Daniele
    Mencarelli, Andrea
    Baylot, James T.
    PROCEEDINGS OF THE ASME INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION 2007, VOL 10, PTS A AND B: MECHANICS OF SOLIDS AND STRUCTURES, 2008, : 581 - 584
  • [9] Lattice Discrete Particle Modeling for coupled concrete creep and shrinkage using Solidification Microprestress Theory
    Abdellatef, M.
    Alnaggar, M.
    Boumakis, G.
    Cusatis, G.
    Di-Luzio, G.
    Wendner, R.
    CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 184 - 193
  • [10] Efficient approaches for modeling and simulating the mechanical behavior of concrete using lattice discrete particle models
    Wang, Jiajia
    Vorel, Jan
    Botte, Wouter
    Pelessone, Daniele
    Wan-Wendner, Roman
    COMPUTERS & STRUCTURES, 2024, 305