Mechanical properties and microstructure of nano-modified geopolymer concrete containing hybrid fibers after exposure to elevated temperature

被引:31
作者
Zhang, Peng [1 ]
Sun, Yaowen [1 ]
Wu, Jingjiang [2 ]
Hong, Jian [2 ]
Gao, Zhen [1 ]
机构
[1] Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou 450001, Peoples R China
[2] Commun Construct Co CSCEC 7th Div Co Ltd, Zhengzhou 450004, Peoples R China
基金
中国国家自然科学基金;
关键词
Geopolymer concrete; Elevated temperature; Mechanical properties; Ultrasonic test; Microstructure; FLY-ASH-GEOPOLYMER; STRENGTH; RESISTANCE; SILICA; BOND;
D O I
10.1016/j.conbuildmat.2023.134044
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Geopolymer concrete (GPC) has a promising future as an eco-friendly material for refractory engineering applications. It is significant to investigate the changes in mechanical properties of nano-modified geopolymer concrete containing hybrid fibers (NHF-GPC) after exposure to elevated temperature for construction fireresistant design. In this study, the macro-mechanical property tests and micro tests were carried out on geopolymer concrete containing hybrid fibers with different nano-SiO2 (NS) contents (0-2 %) after exposure to different elevated temperatures (200-800 degrees C). The coupling relationships of compressive, tensile and flexural strengths of NHF-GPC with temperature and NS content were established separately. And the relative sound velocity and damage degree were selected as acoustic parameters to construct a relationship model with the compressive strength loss rate. The results indicated that the compressive, tensile and flexural strengths of NHFGPC were enhanced at 200 degrees C, while higher temperatures significantly reduced the mechanical properties of NHF-GPC. At the same temperature, the compressive, tensile and flexural strengths of NHF-GPC all increased and then decreased with increasing NS content, and reached the peak at a NS content of 1.5 %. The matrix became denser at 200 degrees C, while at greater than 200 degrees C, the water evaporated, the number of microcracks increased abruptly, and the porosity enlarged. The mass loss of NHF-GPC after elevated temperature mainly occurred below 600 degrees C, when there was no new material phase generated inside the matrix. And the established model can be used for the identification on the strength damage degree after elevated temperature exposure of NHF-GPC, and it can offer a conceptual foundation for the assessment of elevated temperature damage and the life prediction of GPC in the practical applications.
引用
收藏
页数:14
相关论文
共 82 条
  • [31] Improving elevated temperature performance of geopolymer concrete utilizing nano-silica, micro-silica and styrene-butadiene latex
    Kantarci, Fatih
    Turkmen, Ibrahim
    Ekinci, Enes
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 286
  • [32] Synergetic effect of nano-silica fume for enhancing physico-mechanical properties and thermal behavior of MK-geopolymer composites
    Khater, H. M.
    Gharieb, Mahmoud
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 350
  • [33] Acid Resistance and Curing Properties for Green Fly Ash-geopolymer Concrete
    Khoa Tan Nguyen
    Lee, Young Hak
    Lee, Jaehong
    Ahn, Namshik
    [J]. JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING, 2013, 12 (02) : 317 - 322
  • [34] Engineering properties of geopolymer concrete incorporating hybrid nano-materials
    Kotop, Menatalah A.
    El-Feky, M. S.
    Alharbi, Yousef R.
    Abadel, Aref A.
    Binyahya, Abobaker S.
    [J]. AIN SHAMS ENGINEERING JOURNAL, 2021, 12 (04) : 3641 - 3647
  • [35] Influence of mixed fibers on fly ash based geopolymer resistance against freeze-thaw cycles
    Li, Faping
    Chen, Defeng
    Lu, Yiyan
    Zhang, Haojun
    Li, Shan
    [J]. JOURNAL OF NON-CRYSTALLINE SOLIDS, 2022, 584
  • [36] Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar
    Li, Xueying
    Ma, Xinwei
    Zhang, Shoujie
    Zheng, Enzu
    [J]. MATERIALS, 2013, 6 (04): : 1485 - 1495
  • [37] Deformation and damage properties of rock-like materials subjected to multi-level loading-unloading cycles
    Liu, Zhizhen
    Cao, Ping
    Zhao, Qingxiong
    Cao, Rihong
    Wang, Fei
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 15 (07) : 1768 - 1776
  • [38] Flexural behaviour of geopolymer concrete beams exposed to elevated temperatures
    Mathew, George
    Joseph, Benny
    [J]. JOURNAL OF BUILDING ENGINEERING, 2018, 15 : 311 - 317
  • [39] Effect of steel fibres and nano silica on fracture properties of medium strength concrete
    Murthy, A. Ramachandra
    Ganesh, P.
    [J]. ADVANCES IN CONCRETE CONSTRUCTION, 2019, 7 (03) : 143 - 150
  • [40] Methods of curing geopolymer concrete: A review
    Nurruddin, Muhd Fadhil
    Haruna, Sani
    Mohammed, Bashar S.
    Sha'aban, Ibrahim Galal
    [J]. INTERNATIONAL JOURNAL OF ADVANCED AND APPLIED SCIENCES, 2018, 5 (01): : 31 - 36