Stress-strain relationships and brittleness characteristic analysis for ternary blended marine geopolymer mortars prepared with seawater and sea-sand

被引:1
|
作者
Yang, Zhiyuan [1 ,2 ]
Zhu, Hong [1 ]
Dong, Zhiqiang [1 ]
Zhang, Bai [3 ]
Chen, Zhantang [1 ]
Zou, Cui [1 ]
机构
[1] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 211189, Peoples R China
[2] Natl Univ Singapore, Sch Design & Environm, Dept Bldg, Singapore 117566, Singapore
[3] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China
基金
中国国家自然科学基金;
关键词
Marine geopolymer mortars; Seawater sea-sand; Stress-strain relationships; Brittleness index; Hybrid fiber reinforced; BASALT FIBERS; CONCRETE; STRENGTH;
D O I
10.1016/j.conbuildmat.2024.138642
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To address the shortage of marine engineering construction materials and the high carbon emissions of ordinary Portland cement (OPC), this study utilized seawater, sea sand, and ternary solid waste to prepare marine geopolymer mortar (MGM). A total of 23 groups of MGM with different alkaline contents and varying volume fractions of basalt fibers (BF) and polypropylene fibers (PPF) were subjected to cubic compressive, axial compressive, and splitting tensile tests. The strength development of MGM and corresponding OPC mixes was investigated at different curing ages. The stress-strain characteristics of all specimens at 3 d, 7 d, and 28 d were analyzed, and the energy absorption capacity (EAC), compressive toughness index (CTI), and brittleness index (BI) of each mortar were discussed in detail. Additionally, a comprehensive evaluation index (CEI) was introduced to fully assess the effects of alkaline content and fiber volume fractions on the mortar samples, considering mechanical properties and brittleness parameters. The research found that increasing alkaline content enhanced the compressive strength and elastic modulus of MGM and gradually increased its brittle failure characteristics. Incorporating BF improved the elastic modulus of both MGM and OPC, while PPF slightly reduced the elastic modulus of the mortar. Increasing the fiber volume fraction enhanced the EAC and CTI of MGM and reduced the BI. The EAC of fiber reinforced MGM was significantly higher than that of OPC, and the CTI and BI were comparable. The CEI of hybrid fiber reinforced MGM and OPC was notably higher than that of mono-fiber reinforced samples. The optimal hybrid fiber content for MGM is recommended to be between 0.3 % and 0.6 %. The stress-strain model proposed in this study can account for the effects of alkaline content and fiber volume fraction on the constitutive relationship of the mortar, demonstrating good predictive accuracy.
引用
收藏
页数:17
相关论文
共 11 条
  • [1] Stress-strain relationships for seawater sea-sand concrete (SSC) under uniaxial compression
    Yang, Junlong
    Lu, Shiwei
    Xiao, Fangduo
    Wang, Jizhong
    Deng, Ran
    CONSTRUCTION AND BUILDING MATERIALS, 2025, 472
  • [2] Fracture characteristics and microscopic mechanism of slag-based marine geopolymer mortar prepared with seawater and sea-sand
    Yang, Zhiyuan
    Zhu, Hong
    Zhang, Bai
    Dong, Zhiqiang
    Zhang, Guangcai
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 450
  • [3] Eco-sustainable design of seawater sea-sand slag-based geopolymer mortars incorporating ternary solid waste
    Yang, Zhiyuan
    Zhan, Xiewei
    Zhu, Hong
    Zhang, Bai
    Li, Ruya
    Dong, Zhiqiang
    Kua, Harn Wei
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 431
  • [4] Uniaxial Compression Stress-strain Relationship of Ultra-high Performance Seawater Sea-sand Concrete
    Zhu, Deju
    Wang, Peng
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2024, 51 (05): : 12 - 21
  • [5] Experimental study on stress-strain curves of seawater sea-sand concrete under uniaxial compression with different strain rates
    Zhang, Kaijian
    Xiao, Jianzhuang
    Zhang, Qingtian
    ADVANCES IN STRUCTURAL ENGINEERING, 2021, 24 (06) : 1124 - 1137
  • [6] Synthesis of eco-sustainable seawater sea-sand geopolymer mortars from ternary solid waste: Influence of microstructure evolution on mechanical performance
    Yang, Zhiyuan
    Li, Ruya
    Zhu, Hong
    Zhang, Bai
    Dong, Zhiqiang
    Zhan, Xiewei
    Zhang, Guangcai
    Zhang, Haowei
    SUSTAINABLE MATERIALS AND TECHNOLOGIES, 2024, 41
  • [7] CT characteristic analysis of sea-sand concrete exposed in simulated marine environment
    Zhou, Jikai
    He, Xu
    Zhang, Lunchao
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 268
  • [8] Strain rate effect on compressive stress-strain curves of recycled aggregate concrete with seawater and sea sand
    Xiao, Jianzhuang
    Zhang, Kaijian
    Zhang, Qingtian
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 300
  • [9] Axial stress-strain behavior of carbon FRP-confined seawater sea-sand recycled aggregate concrete square columns with different corner radii
    Li, Pengda
    Yang, Tianqi
    Zeng, Qiang
    Xing, Feng
    Zhou, Yingwu
    COMPOSITE STRUCTURES, 2021, 262
  • [10] Complete Stress-strain Curves of Seawater Sea Sand Recycled Aggregate Concrete Under Uniaxial Compression
    Zhang K.
    Xiao J.
    Zhang Q.
    Tongji Daxue Xuebao/Journal of Tongji University, 2021, 49 (12): : 1738 - 1745