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《Concrete》 2005-01
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Flexural fatigue behavior of self-compacting pavement concrete

WU Yong-gen~(1,2),MA Guo-jing~(1),CAI Liang-cai~1,WANG Shuo-tai~1(1.Engineering Institute of Air Force Engineering University,Xi'an 710038,Shanxi,China;2.Xi'an University of Architecture & Technology,Xi'an 710055,Shanxi,China)  
Flexural fatigue equation for self-compacting pavement concrete is established through experimental investigation,and is compared with dry concrete.It is found that fatigue behavior for self-compacting pavement concrete is better.The figure expresses the process of cumulative flexural strain of specimen beams bottom in terms of action of cyclic flexural stress,and includes the stage that strain smoothly accumulating and the stage that strain quick increasing until specimen beams fracture.The result is that the limiting flexural strain for self-compacting pavement concrete is about 200.
【CateGory Index】: U416.216
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