ベースアルト繊維強化モルタルを用いたRCビームの柔らかい強化:実験的および分析的調査
Ayman Shamseldein1, Fareed ELgabbas2, Mohamed Kohail2
1Structural Engineering Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt. aymanshamseldein@eng.asu.edu.eg.
Scientific reports
|February 19, 2026
まとめ
コンクリートビームをベースアルト繊維強化モルタル (BTRM) で強化することで,負荷能力が最大18%向上しました. しかし,デボンドングは一般的な故障モードであり,BTRMの効果的な強化のためにより良い結合とアンカリングの必要性を示しました.
科学分野:
- 土木工学 土木工学とは
- マテリアルサイエンス 材料科学
- 構造工学 構造工学とは
背景:
- 鉄筋コンクリート (RC) 構造は,現在の需要を満たすために強化することがしばしば必要です.
- バサルト繊維強化モルタル (BTRM) は,構造改修のための有望な複合材料です.
研究 の 目的:
- BTRMで強化されたRCビームの屈折行動を調査する.
- BTRMの層構成,マッシュサイズ,アンカレージがビームの性能に与える影響を評価する.
- 既存の予測モデルを評価し,改善された分析アプローチを提案する.
主な方法:
- 6つのフルスケールRCビームが4ポイント曲線でテストされました.
- 標本には,コントロールビーム1本と,BTRM強化構成が異なるビーム5本が含まれていました.
- 分析モデルを検証,修正するために実験データを使用した.
主要な成果:
- BTRMのレイヤを3から5に増やすことで,最終負荷能力が最大18%向上しました.
- デボンドングは,強化の有効性を制限する,主要な失敗モードでした.
- 網格のサイズと固定装置の技術は,屈折性能に限られた影響を及ぼしました.
結論:
- BTRMは屈折能力を高めますが,結合とアンカリングの改善は最適な強化に不可欠です.
- 修正された予測方程式は,実験結果と文献データとの良好な一致を示した.
- BTRMのアプリケーションとアンカレージシステムを最適化するためにさらなる研究が必要である.
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