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Cracking Behavior of Prestressed Concrete Cylinder Pipe  

Chung, Chul-Hun (Civil & Environmental Engineering, Dankook University)
Kim, Jong-Suk (Civil & Environmental Engineering, Dankook University)
Song, Na-Young (Civil & Environmental Engineering, Dankook University)
Publication Information
Journal of the Korean Society of Safety / v.23, no.6, 2008 , pp. 122-130 More about this Journal
Abstract
The cracking behavior of prestressed concrete members is important for the rational evaluation of PCC pipes. However, the test data on the cracking behavior of PCC pipes are very limited. The purpose of the present study is to investigate the cracking behavior of PCC pipes under different settlement conditions. In this paper, experimental test on the full scale model of PCC pipe was conducted and observed in order to study cracking load in PCC pipes. Based test and FEM analysis results, this paper also presents the cracking load prediction in PCC pipe. Based on the numerical analysis results performed in this research, the cracking behaviors of PCC pipe with the variation of the settlement conditions were evaluated.
Keywords
PPC(Prestressed Concrete Cylinder) pipe; cracking behavior; cracking load; settlement conditions;
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