Sustainability and economic evaluation of non-metallic fiber and reed fiber concrete materials in Belarus
ベラルーシにおける非金属繊維およびリード繊維コンクリート材料の持続可能性と経済性評価 (AI 翻訳)
Xianpeng Wang, Fanmiao Gao, Yifan Wang, Junshu Wang, Xiaohong Guo
🤖 gxceed AI 要約
日本語
ベラルーシの地域資源を活用し、炭素ナノ繊維とアルカリ変性リード繊維を混入したコンクリートの力学特性、耐久性、環境負荷を評価。LCAによりGWP、PED、APを定量化し、リード繊維は炭素隔離効果で低炭素、ナノ繊維は高強度だが製造エネルギーが高いことを示した。用途に応じた材料選定の指針を提供。
English
This study evaluates carbon nanofiber and alkali-modified reed fiber concrete in Belarus, assessing mechanical properties, durability, and environmental impact via LCA. Reed fiber offers low-carbon benefits due to carbon sequestration, while nanofibers provide superior strength but higher energy consumption. Provides guidance for selecting sustainable concrete materials based on application.
Unofficial AI-generated summary based on the public title and abstract. Not an official translation.
📝 gxceed 編集解説 — Why this matters
日本のGX文脈において
日本では、建設分野の脱炭素化が進む中、低炭素コンクリートの開発が注目されている。本研究成果は、国産の天然繊維を活用した低炭素建材の可能性を示し、日本の建設業界におけるカーボンニュートラル達成に向けた材料選択の参考となる。
In the global GX context
This research contributes to global efforts in sustainable construction materials, aligning with ISSB and CSRD disclosure requirements for embodied carbon. The LCA approach and comparative analysis of natural vs. synthetic fibers provide insights for low-carbon building solutions, relevant for global climate targets.
👥 読者別の含意
🔬研究者:Provides comparative LCA data on fiber-reinforced concrete, useful for sustainable materials research.
🏢実務担当者:Offers practical guidance on selecting low-carbon concrete materials for construction projects.
🏛政策担当者:Highlights potential for natural fiber concrete in national low-carbon building policies.
📄 Abstract(原文)
To address the issues of weak tensile strength, susceptibility to nanocracks, and insufficient durability in ordinary cement-based concrete, carbon nanofiber concrete and alkali-modified reed fiber concrete were prepared based on local Belarusian building material resources. The fiber content ranged from 0% to 6%. 28-day compressive and tensile mechanical tests were conducted. The environmental load of the two types of fiber-reinforced concrete was quantified using the ISO 14040/14044 Life Cycle Assessment (LCA) system. Durability performance was compared using data from dry-wet cycles, carbonation, and sulfate attack. Mechanical test results show that both types of fibers can improve the mechanical properties of concrete. At the optimal nanofiber content of 4%, the compressive failure load was 52.1 kN and the tensile failure load was 5.3 kN, representing increases of approximately 15% and 25% respectively compared to the baseline concrete. At the optimal reed fiber content of 4%, the compressive strength was 50.7 kN and the tensile strength was 5.9 kN, representing increases of approximately 10% and 17.5% respectively. Using 1 m³ of concrete as a functional unit, LCA (Limited Carbon Concrete) calculated the Global Warming Potential (GWP), Primary Energy Consumption (PED), and Acidification Potential (AP). Reed fiber significantly reduces life-cycle carbon emissions due to its plant carbon sequestration effect; nanofibers offer more prominent reinforcement, but their raw material preparation consumes more energy and has a higher environmental impact. Durability analysis shows that carbon nanofiber concrete exhibits superior fatigue resistance, erosion resistance, and carbonation resistance compared to reed fiber concrete. Reed fiber is a natural and renewable material with significant advantages in thermal insulation, energy saving, and low carbon emissions. Considering overall mechanical, durability, and environmental benefits, carbon nanofiber modified concrete is the preferred choice for high-durability, high-load-bearing projects; reed fiber concrete is suitable for low-carbon green civil buildings and thermal insulation projects, providing data support for the development and engineering application of sustainable fiber concrete in Belarus.
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