PSI - Issue 2_A

Shaowei Hu et al. / Procedia Structural Integrity 2 (2016) 2818–2832 S. Hu et al./ Structural Integrity Procedia 00 (2016) 000–000

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Hu, S. W., Xie, J. F., Yu, J., 2015. Fracture Toughness of Specimen with Different Initial Seam-Height Ratio under Wedge Splitting Test Journal of Yangtze River Scientific Research Institute 2, 114-118. (in Chinese) Rong, H., Dong, W., Wu, Z. M., et al. 2012. Experimental Investigation on Double-K Fracture Parameters for Large Initial Crack-Depth Ratio in Concrete. Engineering Mechanics 29(1), 162-167. (in Chinese) DL/T5332-2005, 2005. Norm for fracture test of hydraulic concrete. China Electric Power Press, Beijing, China. (in Chinese) Chinese Aeronautical Establishment (CAE), 1981. Stress intensity factor handbook. Science and Technology Press, Beijing, China. (in Chinese) Srawley, J.E., Gross, B., 1972. Stress intensity factors for bend and compact specimens. Engineering Fracture Mechanics 4(3), 587–589. Fan, X. Q., Hu, S. W., Lu, J., 2012. Experimental research on double-K fracture toughness of non-standard three point bending concrete beam. Journal of Building Structures 33(132), 65-77. (in Chinese) Reinhardt, H. W., Cornelissen, H. A. W., Hordijk, D. A., 1986. Tensile tests and failure analysis of concrete. Journal of Structural Engineering 112(11), 2462-2477. Hu, S.W., Xu, A.Q., 2015. Effect analysis on fracture morphology of non-standard concrete wedge splitting tests by different height to width ratio. Journal of the Chinese Ceramic Society 43(10),1492-1499. (in Chinese)