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预应力混凝土路面的荷载应力分析方法
引用本文:娄奕红,张玉红,杨虹. 预应力混凝土路面的荷载应力分析方法[J]. 岩石力学与工程学报, 2005, 24(8): 1417-1421
作者姓名:娄奕红  张玉红  杨虹
作者单位:佛山科学技术学院,土木工程与建筑系,广东,佛山,528000
摘    要:针对预应力混凝土路面的特点,采用更符合工作状况的板底摩阻力的迭代处理模型,为合理反映无穷远处的位移为零而采用多向映射无界元,提出了用有限元–无界元耦合的方法计算预应力混凝土路面的应力和变形。计算结果表明,分析模型是正确的,该研究对预应力混凝土路面的设计与施工具有一定的参考价值。

关 键 词:道路工程  预应力混凝土路面  多向映射无界元  有限元–无界元  荷载应力
文章编号:1000-6915(2005)07-1417-05
收稿时间:2003-07-26
修稿时间:2003-10-10

LOAD STRESS ANALYSIS OF PRESTRESSED CONCRETE PAVEMENT
LOU Yi-hong,ZHANG Yu-hong,YANG Hong. LOAD STRESS ANALYSIS OF PRESTRESSED CONCRETE PAVEMENT[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(8): 1417-1421
Authors:LOU Yi-hong  ZHANG Yu-hong  YANG Hong
Abstract:The method of the finite-infinite element is suggested to calculate the stress and deformation of prestressed concrete pavement according to its structural characteristics. The iteration model of friction force at slab bottom is adopted,which is coincident much more with the working condition of PCP than the others before. Multi-direction mapped infinite element is adopted to reflect that zero displacement in infinite. The calculating results show that the analytical model is correct. The investigation is valuable for the design and construction of prestressed concrete pavement.
Keywords:road engineering  prestressed concrete pavement  multi-direction mapped infinite element  finite element-infinite element  load stress
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