Influence of Surface Energy on Compressive Strength of Concrete under Static and Dynamic Loading

被引:23
|
作者
Matsushita, Hiromichi [1 ]
Onoue, Kouzou [2 ]
机构
[1] Kyushu Univ, Fac Engn, Fukuoka 812, Japan
[2] Fukuoka Univ, Fac Engn, Fukuoka, Japan
关键词
Compressive strength - Dynamic loads - Fatigue of materials - Interfacial energy - Microcracks - Surface tension;
D O I
10.3151/jact.4.409
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To clarify the compressive static and fatigue strength of concrete immersed in various liquids, experimental studies were conducted. The influence of the surface tension of immersion liquid on static and fatigue strength of concrete were examined based on the knowledge that (1) the fracture process of concrete at the macro scale is the result of generation and propagation of internal microcracks, (2) strain energy is partially released as surface energy when microcracks are formed, and (3) the magnitude of the surface energy between a solid and a liquid is affected by the surface tension of the liquid. The results indicate that the larger the surface tension of the immersion liquid, the smaller the static and fatigue strength of concrete, and that these are characterized by a linear relationship. It also became clear that the fatigue of concrete in air hardly matters whereas special attention should be given to the fatigue of concrete in the case of concrete structures that are frequently immersed in liquid with a larger surface tension than water, such as marine structures.
引用
收藏
页码:409 / 421
页数:13
相关论文
共 50 条
  • [21] Moisture effect on compressive behavior of concrete under dynamic loading
    Zhou Ji-kai
    Ding Ning
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2014, 21 (12) : 4714 - 4722
  • [22] Moisture effect on compressive behavior of concrete under dynamic loading
    周继凯
    丁宁
    [J]. Journal of Central South University, 2014, 21 (12) : 4714 - 4722
  • [23] Moisture effect on compressive behavior of concrete under dynamic loading
    Ji-kai Zhou
    Ning Ding
    [J]. Journal of Central South University, 2014, 21 : 4714 - 4722
  • [24] Influence of static pre-loading on the dynamic bending strength of concrete with particle element modeling
    WU Ming Xin
    ZHANG Chu Han
    [J]. Science China Technological Sciences, 2015, (02) : 284 - 296
  • [25] Influence of static pre-loading on the dynamic bending strength of concrete with particle element modeling
    WU Ming Xin
    ZHANG Chu Han
    [J]. Science China(Technological Sciences), 2015, 58 (02) : 284 - 296
  • [26] Influence of static pre-loading on the dynamic bending strength of concrete with particle element modeling
    MingXin Wu
    ChuHan Zhang
    [J]. Science China Technological Sciences, 2015, 58 : 284 - 296
  • [27] Influence of static pre-loading on the dynamic bending strength of concrete with particle element modeling
    Wu MingXin
    Zhang ChuHan
    [J]. SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 58 (02) : 284 - 296
  • [28] Rate effect of concrete strength under initial static loading
    Zheng, Dan
    Li, Qingbin
    Wang, Linbing
    [J]. ENGINEERING FRACTURE MECHANICS, 2007, 74 (15) : 2311 - 2319
  • [29] Residual Strength of Pervious Concrete under Static and Impact Loading
    Brake, Nicholas A.
    Allahdadi, Hamid
    Adam, Fatih
    Carillo, Nicholas
    Mason, Murphy
    [J]. AIRFIELD AND HIGHWAY PAVEMENTS 2015: INNOVATIVE AND COST-EFFECTIVE PAVEMENTS FOR A SUSTAINABLE FUTURE, 2015, : 453 - 464
  • [30] A concrete damage plasticity model for predicting the effects of compressive high-strength concrete under static and dynamic loads
    Hoang-Le Minh
    Khatir, Samir
    Wahab, Magd Abdel
    Thanh Cuong-Le
    [J]. JOURNAL OF BUILDING ENGINEERING, 2021, 44