Effect of silica fume on fracture analysis, durability performance and embodied carbon of fiber-reinforced self-healed concrete

被引:5
|
作者
Buller, Abdul Salam [1 ]
Abro, Fahad-ul-Rehman [2 ]
Ali, Mohsin [3 ]
Ali, Tariq [4 ]
Bheel, Naraindas [5 ]
机构
[1] NED Univ Engn & Technol, Dept Civil Engn TIEST, Karachi 75270, Sindh, Pakistan
[2] Mehran Univ Engn & Technol, Dept Civil Engn, Jamshoro 76090, Sindh, Pakistan
[3] Yokohama Natl Univ, Grad Sch Urban Innovat, Dept Civil Engn, Kanagawa 2408501, Japan
[4] Islamia Univ Bahawalpur, Dept Civil Engn, Bahawalpur 63100, Punjab, Pakistan
[5] Univ Teknol PETRONAS, Dept Civil & Environm Engn, Tronoh 32610, Perak, Malaysia
关键词
Silica fume; Replacement material; PVA fiber; Self-healing concrete; Fractures and durability; Embodied carbon; Sustainability; MECHANICAL-PROPERTIES; CEMENTITIOUS COMPOSITES; RECOVERY; ASH;
D O I
10.1016/j.tafmec.2024.104333
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Nowadays concrete industry is trying to develop sustainable and energy efficient materials. One of the techniques is to develop crack free concrete. Therefore, this study focusses on the use of different supplementary materials like silica fume as substitute of cement to characterize the self-healing capacity of fiber-reinforced concrete in order to produce crack free concrete. The employed concrete consists of cement Type-I, synthetic fibers of polyvinyl alcohol (PVA) type with 0.5 % by the total volume of the mix, and two different types of self-healing materials. Cement was replaced by silica fume (SF) up to 15 % with an increment of 2.5 %, sand passing from sieve # 16 and CA of size 12 mm was used to produce high-strength concrete. Three-point bending test and microscopic examination were used to investigate the role of fibers on the self-healing efficiency of fiberreinforced concrete specimens. Specimens were pre-cracked in the range of 50-100 mu m at 14 days of curing and then, placed in water for 14, 56-days water condition to assess the effect of self-healing. Digital high-range microscope was used to measure crack width after pre-cracking and at the end of every exposure duration. After the specified exposure duration, specimens were microscopically observed again to check the crack healing and re-loaded up to final failure. Outcomes were taken in terms of peak load increase value after healing stage (FCPL), controlling crack propagation due to healing effect termed as (IFTR), effect of cracking on fracture energy in terms of (IFER) and Embodied Carbon and Embodied Energy. It was found from test results that the healing efficiency in terms of FCPL, IFTR, and IFER was improved, due to the use of silica fume as it has lower surface area then OPC, which triggers healing rate faster by accumulation of healed produces near crack surface in early age. Furthermore, durability performance in terms of embodied carbon and embodied energy is also reduced because of full-crack healing, which shows profound healing effect.
引用
收藏
页数:13
相关论文
共 50 条
  • [1] Assessment of steel fiber corrosion in self-healed ultra-high-performance fiber-reinforced concrete and its effect on tensile performance
    Yoo, Doo-Yeol
    Shin, Wonsik
    Chun, Booki
    Banthia, Nemkumar
    CEMENT AND CONCRETE RESEARCH, 2020, 133
  • [2] Amorphous self-healed, chopped basalt fiber-reinforced, geopolymer composites
    Keane, Patrick F.
    Foltz, John S.
    Chadha, Vimanyu
    Marsh, Charles P.
    Kriven, Waltraud M.
    JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 2021, 104 (07) : 3443 - 3451
  • [3] The long-term compressive strength and durability properties of silica fume fiber-reinforced concrete
    Nili, Mahmoud
    Afroughsabet, V.
    MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2012, 531 : 107 - 111
  • [4] Durability performance of fiber-reinforced concrete in severe environments
    Kim, B.
    Boyd, A. J.
    Lee, J. -Y.
    JOURNAL OF COMPOSITE MATERIALS, 2011, 45 (23) : 2379 - 2389
  • [5] Durability Performance of Carbon Fiber-Reinforced Polymer in Repair/Strengthening of Concrete Beams
    Deng, J.
    Tanner, J. Eisenhauer
    Mukai, D.
    Hamilton, H. R.
    Dolan, C. W.
    ACI MATERIALS JOURNAL, 2015, 112 (02) : 247 - 257
  • [6] Basalt fiber-reinforced foam concrete containing silica fume: An experimental study
    Gencel, Osman
    Nodehi, Mehrab
    Bayraktar, Oguzhan Yavuz
    Kaplan, Gokhan
    Benli, Ahmet
    Gholampour, Aliakbar
    Ozbakkaloglu, Togay
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 326
  • [7] Performance Comparison between Densified and Undensified Silica Fume in Ultra-High Performance Fiber-Reinforced Concrete
    Kang, Sung-Hoon
    Hong, Sung-Gul
    Moon, Juhyuk
    MATERIALS, 2020, 13 (17)
  • [8] Effect of metakaolin and silica fume on the durability of self-consolidating concrete
    Hassan, Assem A. A.
    Lachemi, Mohamed
    Hossain, Khandaker M. A.
    CEMENT & CONCRETE COMPOSITES, 2012, 34 (06): : 801 - 807
  • [9] Revealing the effect of silica fume on the flexural behavior of ultra-high-performance fiber-reinforced concrete by acoustic emission technique
    Zheng, Qiaomu
    Li, Chen
    He, Bei
    Jiang, Zhengwu
    CEMENT & CONCRETE COMPOSITES, 2022, 131
  • [10] Effect of silica fume particle size on mechanical properties of short carbon fiber reinforced concrete
    Ivorra, S.
    Garces, P.
    Catala, G.
    Andion, L. G.
    Zornoza, E.
    MATERIALS & DESIGN, 2010, 31 (03) : 1553 - 1558