交通运输工程

• 层数

  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。