自由式预应力锚索加固效应的数值试验研究
Numerical experiments on reinforced effects of free pre-stressed cable
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摘要: 采用数值仿真试验的方法,通过改变垫墩尺寸、施加不同的预应力的方式,研究自由式预应力锚索对岩体的加固效应。研究结果表明,在预应力作用下,垫墩处和锚固段岩体内形成两个应力集中区,其应力集中程度取决于预应力的大小与垫墩的尺寸。垫墩尺寸越小,预应力越高,应力集中程度越高。锚索的轴力在自由段均匀分布,在锚固段逐渐降低。在预应力损失方面,预应力损失的程度与垫墩的尺寸大小关系密切,垫墩尺寸越大,预应力损失越少;而与预应力的关系较小。为预应力锚固的工程设计和理论研究提供了参考作用。Abstract: By the use of the method of numerical simulation,reinforced effects on rockmass of free pre-stressed cable are researched by changing pallet dimension and applying different ways of pretension force.The results of research indicate that under different pretension two compression stress concentration zones come into being in rockmess near pallet and anchorage and stress intensity lies on pretension force and pallet dimension.The smaller pallet dimension is and the higher pretension force is,the higher axial stress intensity is.Axial stress of cable is average in free session and dies down in anchorage.As to the loss of pretension force,there is a close relationship between the degree of the loss of pretension force and pallet dimension.The bigger pallet dimension is,the less the loss of pretension force is.While pretension force make a little difference to the loss of pretension force.A reference can be provided for the engineering design and theoretical study.
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