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机译:GFRP或钢筋和纤维增强混凝土梁变形和抗拉刚度的对比分析
Department of Strength of Materials, Vilnius Gediminas Technical University (VGTU), Vilnius, Lithuania,Department of Bridges and Special Structures, VGTU, Vilnius, Lithuania,VGTU, Sauletekio av.11,Vilnius Lt-10223,Lithuania;
Department of Bridges and Special Structures, VGTU, Vilnius, Lithuania;
Polytechnic School, University of Girona, Girona, Spain;
Department of Steel and Timber Structures, VGTU, Vilnius, Lithuania;
Department of Bridges and Special Structures, VGTU, Vilnius, Lithuania;
Department of Bridges and Special Structures, VGTU, Vilnius, Lithuania;
C. Analytical modeling; C. Numerical analysis; D. Mechanical testing; A. Fibers; Reinforced concrete;
机译:用玻璃纤维增强聚合物加固钢纤维增强橡胶混凝土梁剪切行为的预测(GFRP)棒
机译:纤维增强聚合物增强混凝土梁的拉伸加劲分析
机译:GFRP与钢筋混合加固混凝土梁的疲劳挠曲分析。
机译:用玻璃纤维增强聚合物加固混凝土梁加固的应变分布(GFRP)棒
机译:纤维腐蚀对钢纤维混凝土梁抗剪承载力的影响及对钢纤维混凝土碱硅反应的初步研究
机译:GFRP筋加固的轻质骨料混凝土梁的抗弯能力和挠度
机译:玻璃纤维增强聚合物(GFRP)筋加固的混凝土梁在钢筋上的应变分布
机译:用低碳钢和变形钢筋加固混凝土梁和钢板的比较试验