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Experimental Prediction of Potential Fatigue Crack Path on Concrete Surface Guo Li-ping 1 , Sun Wei 1 , He Xiao-yuan 2 ( 1 College of Materials Science and Engineering, Southeast University, Nanjing 210096, CHINA. E-mail address: email@example.com, firstname.lastname@example.org 2 College of Civil Engineering, Southeast University, Nanjing 210096, CHINA) ABSTRACT. Before the 21 th century, it was difficult to predict the potential fatigue crack path of heterogeneous materials by experimental approaches. The crack path was usually analyzed by numerical simulation programs in the world during that period. However, numerical programs were not always consistent with the experimental results because of the variety of materials used in structures. Along with the development of Digital Speckle Correlation Method (DSCM) in recent years, this new non-destructive testing technique has presented its advantages in on-line prediction and inspection of the potential crack paths on specimen surfaces. To testify the feasibility and accuracy of DSCM system, two different concrete specimens under flexural fatigue loading and a matched software UU were employed in this paper. By use of global and local strain fields on target surfaces, the start of potential fatigue crack path predicted by DSCM system is coincident with the real one observed from experiments. It is testified that DSCM system is accurate and effective in on-line prediction of potential fatigue crack path of heterogeneous specimen under flexural cyclic loading. Especially, the experimental results show that it is beneficial to the safety evaluation and structural design of critical components or structures in practice. In addition, fatigue testing circumstances should be still and clean to assure more precise analysis results of DSCM system. Keywords: flexural fatigue, concrete, crack path, strain field, DSCM INTRODUCTION Prediction of potential fatigue crack path is vital for safety evaluation and structural design of critical components or structures, e.g. bridges, seashore structures and runway, et al . Because of the complex stress distribution on structure surface, it is therefore a challenge for engineers and research scientists to predict the start of crack path,