Numerical analysis of the early age behavior of concrete structures with a hydration based microplane model

被引:37
|
作者
Lee, Yun [1 ]
Kim, Jin-Keun [2 ]
机构
[1] Ewha Womans Univ, Coll Engn, Dept Architecture, Seoul 120750, South Korea
[2] Korea Adv Inst Sci & Technol, Dept Civil & Environm Engn, Taejon 305701, South Korea
关键词
Early age; Cracking; Hydration; Microplane model; Finite element analysis; Concrete structure; BRITTLE-PLASTIC MATERIAL; STRENGTH; FRACTURE; M4;
D O I
10.1016/j.compstruc.2009.05.008
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
To simulate the early age behavior of concrete structures composed of young concrete, a finite element analysis (FEA) was implemented with the hydration based microplane model. Structural behaviors were investigated with concrete age for a massive concrete wall and slab. From FEA, it was found that surface cracking at early age occurred via different crack driving mechanisms. In the case of combined hydration heat and shrinkage, later surface cracking was produced by differential drying shrinkage. A numerical analysis performed with the hydration based microplane model successfully simulated the typical cracking patterns due to edge restraint in the concrete slab. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1085 / 1101
页数:17
相关论文
共 50 条
  • [21] NEW EXPLICIT MICROPLANE MODEL FOR CONCRETE - THEORETICAL ASPECTS AND NUMERICAL IMPLEMENTATION
    CAROL, I
    PRAT, PC
    BAZANT, ZP
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1992, 29 (09) : 1173 - 1191
  • [22] Modeling Thermal Behavior of Mass Concrete Structures at Early Age
    Yikici, Tahsin Alper
    Sezer, Hayri
    Chen, Hung-Liang
    TRANSPORTATION RESEARCH RECORD, 2022, 2676 (06) : 536 - 548
  • [23] Numerical Experimentation on Thermo-Hydro Mechanical Behavior of Massive Reinforced Concrete Structures at an Early Age
    Buffo-Lacarriere, L.
    Sellier, A.
    CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 993 - 1002
  • [24] EXPERIMENTAL AND NUMERICAL ANALYSIS OF EARLY-AGE STRESS IN CONCRETE DIAPHRAGM WALL OF UNDERGROUND STRUCTURES
    Li, Kefei
    Ju, Yuwen
    Han, Jianguo
    Zhou, Chunsheng
    ADVANCES IN CONCRETE STRUCTURAL DURABILITY, PROCEEDINGS OF ICDCS2008, VOLS 1 AND 2, 2008, : 1173 - 1179
  • [25] Analysis of the thermo-chemo-mechanical behavior of massive concrete structures at early-age
    Honorio, T.
    Bary, B.
    Benboudjema, F.
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES, VOL 2, 2014, : 619 - 628
  • [26] Numerical analysis of softening relationship for early-age concrete
    Jin, Nan-Guo
    Jin, Xian-Yu
    Shen, Jian
    Tian, Ye
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2009, 43 (04): : 732 - 737
  • [27] Mesoscopic models and numerical simulations of the temperature field and hydration degree in early-age concrete
    Zheng, Zhishan
    Wei, Xiaosheng
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 266
  • [28] Degree of hydration-based description of mechanical properties of early age concrete
    De Schutter, G
    Taerwe, L
    MATERIALS AND STRUCTURES, 1996, 29 (190) : 335 - 344
  • [29] New numerical procedure for the prediction of temperature development in early age concrete structures
    Ilc, Anka
    Turk, Goran
    Kavcic, Franci
    Trtnik, Gregor
    AUTOMATION IN CONSTRUCTION, 2009, 18 (06) : 849 - 855
  • [30] A novel numerical method for predicting the hydration heat of concrete based on thermodynamic model and finite element analysis
    Xie, Yudong
    Qian, Chunxiang
    MATERIALS & DESIGN, 2023, 226