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机译:GFRP筋与钢纤维自密实混凝土的分析键模型
Institute for Sustainability and Innovation in Structural Engineering, Structural Division, Dept. of Civil Engineering, Univ. of Minho, 4800-058 Guimaraes, Portugal;
Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Minho, 4800-058 Guimaraes, Portugal;
Institute for Sustainability and Innovation in Structural Engineering, Structural Division, Dept. of Civil Engineering, Univ.of Minho, 4800-058 Guimaraes, Portugal;
Institute for Sustainability and Innovation in Structural Engineering, Structural Division, Dept. of Civil Engineering, Univ. of Minho,4800-058 Guimaraes, Portugal;
GFRP bars; FRC; Bond model; Pullout bending test;
机译:GFRP筋在自密实钢纤维混凝土中粘结性能的试验研究。
机译:钢纤维增强自密实混凝土(SFRSCC)中埋入的钢纤维和变形钢筋的粘结特性
机译:钢纤维增强自密实混凝土(SFRSCC)中埋入的钢纤维和变形钢筋的粘结特性
机译:嵌入正常强度混凝土和玄武岩纤维增强水泥复合材料中GFRP棒的粘合行为
机译:纤维增强聚合物(FRP)钢筋与混凝土之间的粘结滑移关系的实验和分析研究。
机译:碳钢和玻璃纤维增强聚合物(CFRP / GFRP)棒和钢绞线对混凝土粘合性能的实验研究
机译:GFRP筋与钢纤维增强自密实混凝土的分析键模型
机译:用合成纤维,低碳钢和GFRp复合材料增强混凝土板的性能。