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《Concrete》 2005-01
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The S-P-N equation of concrete flexural tensile fatigue

WU Yun-quan~(1,3),GU Hong-jun~(2),LI Hai-chuan~4(1.Department of Engineering Mechanics, Northwestern Polytechnical University, Xi'an 710072,Shanxi,China;2.Xuzhou Air Force Institute,Xuzhou 221000,Jingsu,China;3.Unit 95338 of P.L.A.,Hengyang 421001,Hunan,China;4.The Engineering Institute,Air Force Engineering University,Xi'an 710038,Shanxi,China)  
According to the flexural tensile fatigue life tests of 84 small concrete specimen beams, authors apply goodness-fit collation to the probability of concrete flexural tensile fatigue life, and quantitatively analyze the factors affecting the probability distribution which results in the S-P-N equation. The advantage of this concrete flexural tensile fatigue life equation lies is taken into consideration quality of concrete actually used for airfield or highway pavement and probability of guarantee(P) and is explicitly involved for an easy and convenient operation of the equation.
【CateGory Index】: U416.216
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