Impact of Various Erosive Environments on the Durability of POM Fiber-Reinforced Ultra-High-Performance Concrete

被引:0
|
作者
Dong, Jingliang [1 ]
Zong, Yingliang [1 ]
Shang, Xiaopeng [2 ]
Chen, Xiaolei [1 ]
Tu, Zhen [1 ]
Jiang, Ren [1 ]
Zhu, Zebing [1 ]
机构
[1] East China Jiaotong Univ, Sch Civil Engn & Architecture, Nanchang 330013, Peoples R China
[2] Shandong Urban Construct Vocat Coll, Jinan 250103, Peoples R China
基金
中国国家自然科学基金;
关键词
POM fiber; erosive environments; mass loss rate; strength degradation; microscopic analysis; FRACTURE-TOUGHNESS; STRENGTH; SYNERGY; HYFRC; SALT;
D O I
10.3390/buildings14124048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To address the durability challenges faced by traditional concrete in marine environments, this study focuses on polyoxymethylene (POM) fiber-reinforced ultra-high-performance concrete (PFUHPC) and, for the first time, systematically investigates the inhibitory effects of POM fibers on microstructural degradation and mechanical performance deterioration of ultra-high-performance concrete under various erosive environments. The results indicated the following: (1) The mass loss rate and compressive strength degradation in PFUHPC under different erosive environments initially increased and then decreased, demonstrating that the inclusion of POM fibers delayed corrosion and significantly improved the durability and stability of the material's performance. (2) Compared to the natural environment, after 180 days of immersion in different erosive environments (seawater immersion, wet-dry cycles in seawater, chloride salt immersion, sulfate salt immersion, and complex salt immersion), the compressive strength degradations were observed to be 4.8%, 9.7%, 6.8%, 11.7%, and 10.7%. (3) Microscopic analysis after 180 days revealed that the main corrosion products were gypsum, ettringite, and Friedel's salt (calcium chloroaluminate). Under the environments of seawater immersion and cyclic wetting and drying, the low concentrations of chloride and sulfate ions resulted in fewer corrosion products and a denser matrix. The primary corrosion product under the chloride salt immersion was Friedel's salt, which led to surface cracking and microporosity, while under the sulfate immersion, gypsum and ettringite were predominant, resulting in more porous and loosely bound hydration products and more severe corrosions.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Shear resistance of ultra-high-performance fiber-reinforced concrete
    Tri Thuong Ngo
    Park, Jun Kil
    Pyo, Sukhoon
    Kim, Dong Joo
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 151 : 246 - 257
  • [2] Modeling of Ultra-High-Performance Fiber-Reinforced Concrete in Shear
    Zhang, Zhongyue
    Vecchio, Frank J.
    Bentz, Evan C.
    Foster, Stephen J.
    ACI STRUCTURAL JOURNAL, 2022, 119 (01) : 295 - +
  • [3] Compressive behavior of ultra-high-performance fiber-reinforced concrete
    Graybeal, Benjamin A.
    ACI MATERIALS JOURNAL, 2007, 104 (02) : 146 - 152
  • [4] Structural performance of ultra-high-performance fiber-reinforced concrete beams
    Kahanji, Charles
    Ali, Faris
    Nadjai, Ali
    STRUCTURAL CONCRETE, 2017, 18 (02) : 249 - 258
  • [5] Development of Precast Bridge Slabs in High-Performance Fiber-Reinforced Concrete and Ultra-High-Performance Fiber-Reinforced Concrete
    Lachance, Frederic
    Charron, Jean-Philippe
    Massicotte, Bruno
    ACI STRUCTURAL JOURNAL, 2016, 113 (05) : 929 - 939
  • [6] Advanced Study of Columns Confined by Ultra-High-Performance Concrete and Ultra-High-Performance Fiber-Reinforced Concrete Confinements
    Susilorini, Rr. M. I. Retno
    Kusumawardaningsih, Yuliarti
    FIBERS, 2023, 11 (05)
  • [7] Revolutionary concrete solutions understanding ultra-high-performance, fiber-reinforced concrete
    Perry, Vic
    Moore, Brian
    Bierwagen, Dean
    Construction Specifier, 2006, 59 (10): : 40 - 52
  • [8] Tensile Behavior of Hybrid Fiber-Reinforced Ultra-High-Performance Concrete
    Li, Jiayue
    Deng, Zongcai
    FRONTIERS IN MATERIALS, 2021, 8
  • [9] Property Assessment of Hybrid Fiber-Reinforced Ultra-High-Performance Concrete
    Smarzewski, Piotr
    Barnat-Hunek, Danuta
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2018, 16 (6A) : 593 - 606
  • [10] Property Assessment of Hybrid Fiber-Reinforced Ultra-High-Performance Concrete
    Piotr Smarzewski
    Danuta Barnat-Hunek
    International Journal of Civil Engineering, 2018, 16 : 593 - 606