基于旧路破损的加铺层参数敏感性分析
Parameter sensitivity analysis for overlay based on damaged old road
在改扩建工程中,补强段的加铺层设计是重要内容之一。以京津塘高速公路改扩建工程为依托,结合旧路破损状况,采用大型有限元分析软件ANSYS 10.0,假定层间为完全连续,对带裂缝的加铺层结构的各路面参数进行敏感性分析。结果表明:当采用旧路带裂缝的加铺模型时,在技术与经济平衡的条件时,增大加铺层厚度有利于结构受力。
For reconstruction and extension projects, design of overlay for reinforcement section is one of the important contents. Based on the reconstruction and extension project of beijing-tianjing-tangshan expressway, considering the damage condition of old road, using the large-scale finite element analysis software ANSYS 10.0 and assuming the contact condition as continuity,pavement parameter sensitivity analysis was done for overlay structure with crack on. The results showed that when the overlay model with the old road cracked was used, in the condition of balance between technology and economy, increasing the thickness of overlay was good for the structure stress.
王晓帆、张艳红
公路运输工程
京津塘改扩建应力强度因子加铺层力学响应有限元
beijing-tianjing-tangshanupgrading projectsstress intensity factoroverlaymechanical responsefinite element
王晓帆,张艳红.基于旧路破损的加铺层参数敏感性分析[EB/OL].(2009-05-25)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200905-655.点此复制
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