Dynamic properties of alkali residue-based foamed concrete under dry-wet cycles

被引:0
|
作者
Li, Mengyao [1 ]
Zhang, Yuhao [1 ]
Liu, Songyu [1 ,2 ]
Wu, Kai [1 ]
Wang, Zhengcheng [1 ]
Zhang, Xiang [1 ]
机构
[1] Southeast Univ, Inst Geotech Engn, Sch Transportat, Nanjing 210096, Peoples R China
[2] Nanjing Modern Multimodal Transportat Lab, Nanjing 211100, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Foamed concrete; Alkali residue; Dynamic elastic modulus; Damping ratio; Dry-wet cycle; DURABILITY;
D O I
10.1016/j.jobe.2024.111508
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Alkali residue-based foamed concrete (A-FC) is a lightweight and sustainable building material made from cement, alkali residue, blast furnace slag and foam. The dynamic properties under drywet cycles and confining pressure are essential considerations for the engineering application of A-FC. Dynamic triaxial tests were used in this study to explore the influence of dry-wet cycles and confining pressure on the backbone curves, damping ratio, and dynamic elastic modulus of A-FC. A calculation model was established to illustrate the combined effects of confining pressure and dry-wet cycles on the maximum dynamic elastic modulus. Test results indicate that during drywet cycles, the coupling effects of temperature, expansion force, and osmotic pressure cause vulnerable pore walls to rupture, pores to become rougher, and microcracks to develop. The backbone curves demonstrate elastoplastic deformation, with no significant change in shape caused by the dry-wet cycles. As the number of dry-wet cycles increases, internal damage accumulates, resulting in a weakening of dynamic deformation ability and a decline in the dynamic elastic modulus. The damping ratio rises with the number of dry-wet cycles once the axial dynamic strain surpasses the transitional strain. Increasing confining pressure can mitigate the adverse impacts of dry-wet cycles on dynamic performance. A-FC demonstrates remarkable durability and favorable dynamic performance, supporting its widespread application in diverse environments.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Durability against dry-wet and freeze-thaw cycles of alkali residue-based foamed concrete
    Wang, Zhengcheng
    Liu, Songyu
    Wu, Kai
    Li, Mengyao
    Zhang, Xiang
    Huang, Lei
    MATERIALS AND STRUCTURES, 2024, 57 (03)
  • [2] Durability against dry–wet and freeze–thaw cycles of alkali residue-based foamed concrete
    Zhengcheng Wang
    Songyu Liu
    Kai Wu
    Mengyao Li
    Xiang Zhang
    Lei Huang
    Materials and Structures, 2024, 57
  • [3] Dynamic properties of alkali residue-based foamed concrete under cyclic load
    Li, Mengyao
    Zhang, Yuhao
    Liu, Songyu
    He, Huan
    Wang, Zhengcheng
    Zhang, Xiang
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 438
  • [4] Experimental study on deterioration characteristics of foamed concrete under dry-wet cycles in acidic environment
    Wu, Yongmei
    Chai, Shaoqiang
    Chen, Yong
    Zou, Songzhe
    Chai, Lianzeng
    FRONTIERS IN MATERIALS, 2024, 10
  • [5] Interior Humidity of Concrete under Dry-Wet Cycles
    Zhang, Jun
    Gao, Yuan
    Han, Yudong
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2012, 24 (03) : 289 - 298
  • [6] Shrinkage and Interior Humidity of Concrete under Dry-Wet Cycles
    Zhang, Jun
    Gao, Yuan
    Han, Yudong
    Sun, Wei
    DRYING TECHNOLOGY, 2012, 30 (06) : 583 - 596
  • [7] Shrinkage stress in concrete under dry-wet cycles: an example with concrete column
    Gao, Yuan
    Zhang, Jun
    Luosun, Yiming
    MECHANICS OF TIME-DEPENDENT MATERIALS, 2014, 18 (01) : 229 - 252
  • [8] Nitrate corrosion resistance of concrete with nanoparticles under dry-wet cycles
    Zhang, Maohua
    Cui, Jiyin
    Han, Yue
    Sun, Shanghui
    Liu, Ke
    STRUCTURAL CONCRETE, 2023, 24 (05) : 6709 - 6720
  • [9] Transport characteristics of chloride ion in concrete under dry-wet cycles
    Xu, G. (postxg@163.com), 1600, Tongji University (17):
  • [10] Creep damage properties of sandstone under dry-wet cycles
    Xin-gang Wang
    Bao-qin Lian
    Jia-ding Wang
    Wen-kai Feng
    Tian-Feng Gu
    Journal of Mountain Science, 2020, 17 : 3112 - 3122