Chapter
Apr 26, 2012
Analytical Solution of Continuously Reinforced Concrete Pavement (CRCP) under the Action of Temperature Stress
Authors: Yun-long Zhang [email protected], Han-Bing Liu [email protected], and Chun-Ling ZhongAuthor Affiliations
Publication: ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Abstract
The continuously reinforced concrete pavement force method was developed to obtain the analytical solution of stress and displacement in any part of a roadway. This method accurately calculates the displacement and stress of continuously reinforced concrete pavements at any point of the entire road section during the temperature reduction based on the bond-slip effect between reinforced steel bar and concrete, and considers the impact of foundation frictional resistance and the combined effect of cracks and restraint from the lug, In the practical example, under the temperature stress, the distribution of stress and displacement of reinforced steel bar and concrete was researched. The results show that it is necessary and reasonable to perform the force analysis of a practical situation during the entire road section.
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Published In
ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Pages: 3649 - 3660
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Colege of transportation, Jilin University; HangChun, China, 130022; and Jilin Architecture and Civil Engineering Institute; HangChun, China, 130021.E-mail: [email protected]
College of transportation, Jilin University; HangChun, China, 130022; and Jilin Architecture and Civil Engineering Institute; HangChun, China, 130021.E-mail: [email protected]
Chun-Ling Zhong
College of transportation, Jilin University; HangChun, China, 130022; and Jilin Architecture and Civil Engineering Institute; HangChun, China, 130021
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