To deal with prestressed reinforcement destruction in CRTS Ⅰ track slabs during high-speed railway operation,in this paper,the analysis model on CRTSⅠtrack slab and its prestressed reinforcement was built, to calculate and analyze the additional load of track slab caused by destruction of longitudinal and transverse prestressed reinforcement in different locations and different numbers .The calculation results showed that lon-gitudinal prestressed reinforcement loss will bring additional bending moment to the track slab,which will lead to track warpage .Prestressed reinforcement loss posed less impact on the longitudinal and transverse stress peak value,while the overall preload force decreased with the increase of the number of ruptured prestressed tendons,with more obvious preload losses occuring in the slab end .The preload loss in the center of the slab was less than the slab end due to the interlayer adhesion constraints .The calculation result of prestressed rein-forcement stress showed that the prestressed reinforcement force was substantially independent of the damage of the adjacent prestressed reinforcement damage .%针对CRTSⅠ型无砟轨道板在运营过程中出现部分预应力筋破坏的现象,本文建立CRTSⅠ型无砟轨道板及其预应力分析模型,对不同位置、不同数量纵横向预应力筋破坏引起的轨道板附加荷载进行计算分析.计算结果表明 :纵向预应力筋的破坏会带来轨道板附加弯矩,引起轨道板翘曲变形;预应力筋破坏对纵横向应力峰值影响较小;轨道板整体预压力随着预应力筋破坏数量的增加而减小,其中预压力在端部损失较明显,轨道板中部由于层间黏结约束,预压力损失小于端部.预应力钢筋应力计算结果显示,预应力钢筋受力基本不受相邻预应力筋破坏的影响.
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