Influence of temperature on fatigue life or reinforced pavement by whitetopping

被引:1
作者
Szydlo, A. [1 ]
Mackiewicz, P. [1 ]
机构
[1] Wroclaw Univ Technol, Fac Civil Engn, Wyb Wyspianskiego 27, PL-50370 Wroclaw, Poland
来源
RESILIENT AND SAFE ROAD INFRASTRUCTURE | 2018年 / 356卷
关键词
D O I
10.1088/1757-899X/356/1/012015
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The article presents the influence of temperature on the fatigue strength of concrete slabs used for reinforcing susceptible flexible pavement. In Poland, so far, there is no research on thermal interactions on concrete pavement. The article presents an analysis of various climatic conditions occurring in Poland and temperature distribution in concrete pavement. The dependence of daily temperature fluctuations on the temperatures appearing in the concrete slab was demonstrated. An analysis of thermal stresses in concrete slabs depending on their parameters was shown, and then fatigue life was determined. The applied 3DFEM model includes elements of contact, friction, and gravity in order to better approximate the behaviour of the board from temperature change. On this basis, the significant influence of cyclical daily temperature changes on the durability of the concrete pavement was indicated. The presented analyses can be applied to reinforcements of existing flexible pavements.
引用
收藏
页数:10
相关论文
共 25 条
[1]  
AASHTO, 1998, DES PAV STRUCT 2
[2]  
Baranowski D, 2005, SLUPSKIE PRACE GEOGR, V2
[3]  
Chou Y T, 1981, GL816 US ARM ENG WAT
[4]   ANALYSIS AND VERIFICATION OF THERMAL-GRADIENT EFFECTS ON CONCRETE PAVEMENT [J].
CHOUBANE, B ;
TIA, M .
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1995, 121 (01) :75-81
[5]  
Cole L, 1997, 6 INT PURD C CONCR P, V2, P175
[6]  
COSMOS/M, 1993, ADV MODULES USER GUI
[7]  
Huang Y.H., 2004, Pavement analysis and design, V2nd
[8]  
Jasienski A, 2002, KONF DNI BET
[9]  
Khazanovitch L, 2000, P 2 INT S 3D FIN EL, P433
[10]  
Larsen G., 1997, ENHANCED INTEGRATED