杨建明,李子龙,李明,贺宇顺,周斌华,何超.某改建公路水泥路面板荷载应力与数值研究[J].南华大学学报(自然科学版),2012,26(2):80~84.[YANG Jian-ming1,LI Zi-long1,LI ming1,HE Yu-shun2,ZHOU Bin-Hua2,HE chao1.Numerical Study and Load Stress of Concrete Road Panels of Some Road Reconstruction[J].Journal of University of South China(Science and Technology),2012,26(2):80~84.]
某改建公路水泥路面板荷载应力与数值研究
Numerical Study and Load Stress of Concrete Road Panels of Some Road Reconstruction
投稿时间:2012-03-15  
DOI:
中文关键词:  水泥路面  接缝模拟  混凝土板尺寸  拉应力  结构优化
英文关键词:concrete pavement jointssimulation  the concrete slab dimensions  tensile stress  structural optimization
基金项目:
作者单位
杨建明1,李子龙1,李明1,贺宇顺2,周斌华2,何超1 1.南华大学 城市建设学院,湖南 衡阳 4210012.衡阳市公路管理局,湖南 衡阳 421001 
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中文摘要:
      利用ABAQUS对某改建公路的路面结构方案A和方案B进行研究,建立具有完整路面宽度的三维有限元模型,水泥路面接缝采用弹簧单元进行模拟,以便划分出不同大小尺寸的水泥混凝土板.然后载入标准轴载、超载20%、超载40%、超载60%时荷载,计算在均质稳定路基情况下水泥混凝土板的拉应力以及弯沉变化,分析A、B两个方案路面结构的优劣.
英文摘要:
      We study A and B pavement structure programs of some road reconstruction by ABAQUS software,and establish three-dimensional finite element model of the full width of the road.Joints of cement concrete pavement is simulated by spring element,in order to be carved out of the different sizes of cement concrete slab.And we load the standard axle load,with an overload of 20%, 40% and 60% ,to calculate the tensile stress and deflection changes of the cement concrete slab in the case of homogeneous and stable roadbed,and analyze the pros and cons of pavement structure of A,B two programs.
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