Tensile behavior of textile reinforced concrete subjected to freezing-thawing cycles in un-cracked and cracked regimes

被引:69
|
作者
Colombo, Isabella Giorgia [1 ]
Colombo, Matteo [1 ]
di Prisco, Marco [1 ]
机构
[1] Politecn Milan, Dept Civil & Environm Engn, I-20133 Milan, Italy
关键词
Textile reinforced concrete; Freezing and thawing (C); Cycles (C); Tensile properties (C); Durability (C); HIGH-STRENGTH CONCRETE; PERFORMANCE CONCRETE; DURABILITY;
D O I
10.1016/j.cemconres.2015.03.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work investigates the tensile behavior of a textile reinforced concrete (TRC) reinforced with an alkali resistant glass fabric when exposed to freezing-thawing cycles. This paper presents tensile tests carried out on prismatic specimens after their exposure to a different number of freezing-thawing cycles (up to 500). Both un-cracked and pre-cracked specimens were treated and then tested. In all the tests the load direction was aligned with the fabric warp. The influence of this severe environmental condition on ductility and strength of the composite is investigated. The behavior of the composite material seems to be governed, on one side, by the damage due to the thermal cycles and, on the other side, by the matrix self-healing and late hydration due to the permanence in water of the specimens. The latter phenomenon is enhanced by the presence of cracks in pre-cracked specimens, which facilitates the penetration of water. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:169 / 183
页数:15
相关论文
共 26 条
  • [21] Experimental and Analytical Study of Impact Failure Strength of Steel Hybrid Fibre Reinforced Concrete Subjected to Freezing and Thawing Cycles
    Murali, G.
    Vinodha, E.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2018, 43 (10) : 5487 - 5497
  • [22] Experimental and Analytical Study of Impact Failure Strength of Steel Hybrid Fibre Reinforced Concrete Subjected to Freezing and Thawing Cycles
    G. Murali
    E. Vinodha
    Arabian Journal for Science and Engineering, 2018, 43 : 5487 - 5497
  • [23] Service life prediction method of concrete subjected to freezing-thawing cycles and/or chemical attack. I - Damage development equation and degradation mode
    Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
    不详
    不详
    Kuei Suan Jen Hsueh Pao, 2008, SUPPL. (128-135): : 128 - 135
  • [24] Study on the Bond Behavior Between Plastic-Steel Fiber Reinforced Lightweight Aggregate Concrete and Rebar After Freezing-Thawing
    Niu J.
    Wang M.
    Li J.
    Hao J.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2021, 29 (02): : 459 - 470
  • [25] Biaxial compressive behavior of concrete subjected to non-proportional loads after suffering cycles of freezing and thawing in seawater
    Qin, Li-Kun
    Song, Yu-Pu
    Yao, Jia-Wei
    Wang, Yu-Jie
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (01): : 155 - 159
  • [26] Effect of Lime Stabilization and Partial Clinoptilolite Zeolite Replacement on the Behavior of a Silt-Sized Low-Plasticity Soil Subjected to Freezing-Thawing Cycles
    Shirmohammadi, Sarah
    Ghaffarpour Jahromi, Saeed
    Payan, Meghdad
    Senetakis, Kostas
    COATINGS, 2021, 11 (08)