Homogenization coarse graining (HCG) of the lattice discrete particle model (LDPM) for the analysis of reinforced concrete structures

被引:32
|
作者
Lale, Erol [1 ]
Rezakhani, Roozbeh [2 ]
Alnaggar, Mohammed [3 ]
Cusatis, Gianluca [2 ]
机构
[1] Istanbul Tech Univ, Dept Civil Engn, Istanbul, Turkey
[2] Northwestern Univ, Dept Civil & Environm Engn, Evanston, IL USA
[3] Rensselaer Polytech Inst, Dept Civil & Environm Engn, Troy, NY USA
基金
美国国家科学基金会;
关键词
Coarse-graining; Parameter identification; Multi-scale; Homogenization; Concrete; Fracture; Lattice model; Particle model; HIGH-PERFORMANCE CONCRETE; DIAGONAL SHEAR FAILURE; PARAMETER-IDENTIFICATION; MECHANICAL-BEHAVIOR; NUMERICAL-ANALYSIS; SIMULATION; FRACTURE; SIZE; POTENTIALS; COMPRESSION;
D O I
10.1016/j.engfracmech.2018.04.043
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this study, a coarse-graining framework for discrete models is formulated on the basis of multiscale homogenization. The discrete model considered in this paper is the Lattice Discrete Particle Model (LDPM), which simulates concrete at the level of coarse aggregate pieces. In LDPM, the size of the aggregate particles follows the actual particle size distribution that is used in experiment to produce concrete specimens. Consequently, modeling large structural systems entirely with LDPM leads to a significant number of degrees of freedom and is not feasible with the currently available computational resources. To overcome this limitation, this paper proposes the formulation of a coarse-grained model obtained by (1) increasing the actual size of the particles in the finescale model by a specific coarsening factor and (2) calibrating the parameters of the coarse grained model by best fitting the macroscopic, average response of the coarse grained model to the corresponding fine scale one for different loading conditions. A Representative Volume Element (RVE) of LDPM is employed to obtain the macroscopic response of the fine scale and coarse grained models through a homogenization procedure. Accuracy and efficiency of the developed coarse graining method is verified by comparing the response of fine scale and coarse grained simulations of several reinforced concrete structural systems in terms of both accuracy of the results and computational cost.
引用
收藏
页码:259 / 277
页数:19
相关论文
共 34 条
  • [21] A computational model for failure analysis of fibre reinforced concrete with discrete treatment of fibres
    Radtke, F. K. F.
    Simone, A.
    Sluys, L. J.
    ENGINEERING FRACTURE MECHANICS, 2010, 77 (04) : 597 - 620
  • [22] Mesoscale Characterization of Fracture Properties of Steel Fiber-Reinforced Concrete Using a Lattice-Particle Model
    Montero-Chacon, Francisco
    Cifuentes, Hector
    Medina, Fernando
    MATERIALS, 2017, 10 (02)
  • [23] Three-dimensional FE analysis of reinforced concrete structures using the lattice equivalent continuum method
    Ahmad, Syed Ishtiaq
    Tanabe, Tada-aki
    STRUCTURAL CONCRETE, 2013, 14 (01) : 51 - 59
  • [24] Analysis of crack spacing in reinforced concrete by a lattice model
    Chen, G
    Baker, G
    ADVANCES IN STRUCTURAL ENGINEERING, 2004, 7 (02) : 179 - 187
  • [25] Multiscale failure analysis of fiber reinforced concrete based on a discrete crack model
    Guillermo Etse
    Antonio Caggiano
    Sonia Vrech
    International Journal of Fracture, 2012, 178 : 131 - 146
  • [26] Strain rate model for dynamic analysis of reinforced concrete structures
    Pandey, A. K.
    Kumar, Ram
    Paul, D. K.
    Trikha, D. N.
    JOURNAL OF STRUCTURAL ENGINEERING, 2006, 132 (09) : 1393 - 1401
  • [27] On the Potential of Lattice Type Model for Predicting Shear Capacity of Reinforced Concrete and SHCC Structures
    Lukovic, Mladena
    Yang, Yuguang
    Schlangen, Erik
    Hordijk, Dick
    HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET, 2018, : 804 - 813
  • [28] Multilevel Computational Model for Failure Analysis of Steel-Fiber-Reinforced Concrete Structures
    Zhan, Y.
    Meschke, G.
    JOURNAL OF ENGINEERING MECHANICS, 2016, 142 (11)
  • [29] Experimental and numerical analysis of crack propagation in reinforced concrete structures using a three-phase concrete model
    Zhong, Jitao
    Zhuang, Haiyan
    Shiyang, Piaoxue
    Zhou, Man
    STRUCTURES, 2021, 33 : 1705 - 1714
  • [30] DAMAGE ANALYSIS AND CRACKING MODEL OF REINFORCED CONCRETE STRUCTURES WITH REBAR CORROSION
    Yu, Jiang
    Zhao, Yuxi
    Jin, Weiliang
    ADVANCES IN CONCRETE STRUCTURAL DURABILITY: PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON DURABILITY OF CONCRETE STRUCTURES ICDCS2010, 2010, : 415 - 424