Based on the experiments of five models of RC T-section beams, the ultimate shear capacity of RC T-section beams strengthened with different number of plies, paste formats and initial loads is evaluated.
以五片T梁模型破坏试验为基础,研究了碳纤维布粘贴层数及方式和二次受力对钢筋混凝土T梁抗剪极限承载力的影响规律。
参考来源 - 碳纤维布对RC梁抗剪加固研究·2,447,543篇论文数据,部分数据来源于NoteExpress
应用推荐