Perturbation Solution for Thermal Expansion Buckling of no Expansion Joint Slope Pavement Plate

Chen Jian-kang; Wang Ru-peng

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Article Navigation > Applied Mathematics and Mechanics > 1993 > 14(3): 259-266

Chen Jian-kang, Wang Ru-peng. Perturbation Solution for Thermal Expansion Buckling of no Expansion Joint Slope Pavement Plate[J]. Applied Mathematics and Mechanics, 1993, 14(3): 259-266.

Citation:

Chen Jian-kang, Wang Ru-peng. Perturbation Solution for Thermal Expansion Buckling of no Expansion Joint Slope Pavement Plate[J]. Applied Mathematics and Mechanics, 1993, 14(3): 259-266.

Citation:

Chen Jian-kang, Wang Ru-peng. Perturbation Solution for Thermal Expansion Buckling of no Expansion Joint Slope Pavement Plate[J]. Applied Mathematics and Mechanics, 1993, 14(3): 259-266.

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Perturbation Solution for Thermal Expansion Buckling of no Expansion Joint Slope Pavement Plate

Chen Jian-kang¹,
Wang Ru-peng²

1.
Jiangsu Agricultural College, Yangzhou;
2.
Shanghai College of Architectural and Municipal Engineering, Shanghai

Received Date: 1992-05-20
Publish Date: 1993-03-15

Abstract

Abstract

In this paper,the mechanical mechanism of thermal expansion buckling of no expansion joint slope pavement undergoing the action of a temperature field is analysed.By using regular perturbation method,the formula of perturbation solution for this problem is derived,the relationship between critical laying temperature difference of slope pavement and of level straight pavement is studied,and the unified solution and its.numerical results are also obtained.In terms of this research,rational laying temperature of no expansion joint slope pavement is given.
- slope road pavement plate,
- thermal expansion buckling,
- perturbation solution

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References(7)

References

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