APPLICATION OF FRACTURE MECHANICS TO ASSESS THE CONCRETE DAMAGE DUE TO CYCLIC FREEZING AND THAWING

被引:0
|
作者
Kosior-Kazberuk, Marta [1 ]
机构
[1] Bialystok Tech Univ, Fac Civil & Environm Engn, Wiejska Str 45E, PL-15351 Bialystok, Poland
关键词
Fracture Mechanics; Concrete; Internal Damage; Experimental Investigation; Validation; ENERGY; MODEL;
D O I
暂无
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The analysis and modelling of concrete behaviour is complex because of its heterogeneous microstructure. The models based on fracture parameters need the experimental validation. The paper deals with the effect of internal frost damage on fracture mechanics parameters: critical stress intensity factor K-Ic and critical value of crack tip opening displacement CTODc. The fracture parameters were assessed on beams with initial notches in three-point bend test, after freeze-thaw cycles. The significant changes in the P-CMOD plot for specimens after different number of freeze-thaw cycles were observed. The results obtained allowed analyzing the variations in the fracture characteristics due to environmental influence. The analysis of results revealed the applicability of fracture mechanics methods for studying the process of freeze-thaw damage accumulation in concrete. Thus, they may be used for prediction of concrete structure durability.
引用
收藏
页码:6727 / 6737
页数:11
相关论文
共 50 条
  • [21] Aging problems of concrete dams due to freezing and thawing and rehabilitation procedures
    Li, SJ
    Liu, YX
    Wu, YL
    He, XN
    ICACS 2003: INTERNATIONAL CONFERENCE ON ADVANCES IN CONCRETE AND STRUCTURES, VOL 1 AND 2, 2003, 32 : 467 - 473
  • [22] Mesoscale Simulation of Deformation for Mortar and Concrete under Cyclic Freezing and Thawing Stress
    Gong, Fuyuan
    Wang, Yi
    Zhang, Dawei
    Ueda, Tamon
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2015, 13 (06) : 291 - 304
  • [23] Damage evaluation in freezing and thawing test of concrete by elastic-wave methods
    Masayasu Ohtsu
    Materials and Structures, 2011, 44 : 1725 - 1734
  • [24] STUDY ON TEMPERATURE DISTRIBUTION DUE TO FREEZING AND THAWING AT THE FENGMAN CONCRETE GRAVITY DAM
    Yu, He
    Li, Shouju
    Liu, Yingxi
    Chen, Changlin
    THERMAL SCIENCE, 2011, 15 : S27 - S32
  • [25] Influence of damage degree on the degradation of concrete under freezing-thawing cycles
    Zhang, Wenhua
    Pi, Yilin
    Kong, Weipeng
    Zhang, Yunsheng
    Wu, Peipei
    Zeng, Weizhao
    Yang, Fenghao
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 260
  • [26] Damage evaluation in freezing and thawing test of concrete by elastic-wave methods
    Ohtsu, Masayasu
    MATERIALS AND STRUCTURES, 2011, 44 (10) : 1725 - 1734
  • [27] Analysis of fatigue and cumulative damage characteristics for concrete in freezing-thawing environment
    Xiao Qian-hui
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS XI, 2013, 525-526 : 153 - 156
  • [28] Quantitative damage evaluation of concrete suffered freezing-thawing by DIP technique
    Li, Shuguang
    Chen, Gaixin
    Ji, Guojin
    Lu, Yihui
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 69 : 177 - 185
  • [29] Freezing-Thawing Damage Mechanism and Evolution Model of Concrete Mixed with CWCPM
    Xue C.
    Shen A.
    Qiao H.
    Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 2020, 48 (03): : 136 - 144
  • [30] A CONTINUUM DAMAGE MECHANICS MODEL FOR CYCLIC CREEP FRACTURE
    AYARI, ML
    SUN, BK
    HSU, TR
    ENGINEERING FRACTURE MECHANICS, 1994, 47 (02) : 215 - 222