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Innovating for a Greener Future: Steel Fiber Reinforcement as a Key to Low-Carbon Concrete Construction

より環境に優しい未来への革新:低炭素コンクリート建設の鍵としての鋼繊維補強 (AI 翻訳)

Ahmad Mandalawi

Emirati Journal of Civil Engineering and Applications📚 査読済 / ジャーナル2026-05-13#省エネOrigin: Global
DOI: 10.54878/1959z822
原典: https://doi.org/10.54878/1959z822
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🤖 gxceed AI 要約

日本語

本論文は、UAEの住宅スラブにおける鋼繊維補強コンクリートの環境影響を調査。従来の鉄筋メッシュと比較して、鋼繊維は炭素排出量を大幅に削減できることを示す。ケーススタディ(Expo the Valley)では、Dramix®鋼繊維を用いてスラブ厚を最適化し、CO2排出を削減した。建設部門の脱炭素化に貢献する実証研究。

English

This paper investigates the environmental impacts of using steel fiber in residential slab-on-grades in the UAE, demonstrating that steel fiber can significantly lower CO2 emissions compared to traditional steel mesh. A case study of Expo the Valley shows optimized slab thickness and reduced upfront carbon. It offers a practical solution for low-carbon concrete construction.

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

日本でもコンクリート構造物の脱炭素化が急務であり、本論文の鋼繊維活用は建設分野のGX推進に示唆を与える。ただし、UAEの事例であり日本の基準や気候との適合性には注意が必要。

In the global GX context

This paper provides empirical evidence from the GCC region on steel fiber as a low-carbon alternative to steel reinforcement, contributing to global efforts to decarbonize the construction industry. It highlights design optimization and embodied carbon savings, relevant for building codes and sustainable materials innovation.

👥 読者別の含意

🔬研究者:Provides a case study on steel fiber's carbon reduction potential, useful for further research on low-carbon concrete technologies.

🏢実務担当者:Offers a practical alternative to steel mesh for slab construction, showcasing cost and emissions savings.

🏛政策担当者:Suggests policy support for steel fiber in building codes to promote low-carbon construction.

📄 Abstract(原文)

The construction industry in GCC experiences continuous challenges in achieving sustainability targets toward net zero emissions by 2030 in alignment with the universal sustainable development goals. Concrete structures specifically contribute to most upfront carbon dioxide emissions that resulted from the clinker production of ordinary cement which generates high amounts of carbon emissions and uses high rates of energy which is against the sustainable development initiatives to lower the energy consumption in GCC. Having concrete is weak in resisting tensile stresses, most concrete applications are reinforced with steel mesh, and the steel reinforcement has high environmental product declared values as the process of production is energy intensive. Steel fiber concrete is strongly introduced as a sustainable solution and alternative to the steel reinforcement in concrete. Its high ability to heal and control the cracks in concrete by enhancing the ductility of concrete. Considering its lower declared values of carbon emissions compared to the normal steel mesh, the steel fiber has positioned itself as a promising solution to decarbonize different applications such as residential slab on grades. Additionally, the hybrid effect of adding steel fiber with steel reinforcement as combined increases the tensile resistance of concrete lowering the required amount of basic steel reinforcement to control crack widths. Steel fiber also improves the shear resistance of concrete which significantly reduces the element thickness under high concentrations of loads giving more alternative to architectural intents , cutting cost of materials and lowering the upfront carbon emissions. This paper investigates the environmental impacts of using steel fiber in residential slab on grades presenting a case study of project (Expo the Valley) in UAE where the steel fiber Dramix® had been utilized to optimize the thickness of slab on grades and replaced the steel mesh saving significant levels of carbon dioxide emissions. The findings clearly demonstrate that steel fiber can significantly lower carbon dioxide emissions considering its effects in design optimization and its low Environmental Product Declared Values.

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