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AN EXPERIMENTAL-NUMERICAL METHOD FOR MEASURING CRACK PROPAGATING VELOCITIES UNDER STRESS WAVE LOADING
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作者 G.Y. Sha, F.C. Jiang D. Wang, D.K. Liu, and R.T.Department of Mechanical Engineering, Harbin Engineering University, Harbin 150001, ChinaShenyang National Laboratory for Materials Science, Institute of Metal Research, The Chinese Academy of Sciences, Shenyang 110016, China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2002年第6期556-560,共5页
An experimental-numerical method for measuring dynamic crack propagatingvelocities under stress wave loading is established in this paper. The experiments of thethree-point bend specimen are done on the improved Hopki... An experimental-numerical method for measuring dynamic crack propagatingvelocities under stress wave loading is established in this paper. The experiments of thethree-point bend specimen are done on the improved Hopkinson bar. Deflection of loading point,dynamic load and instantaneous crack length are measured, then crack propagating velocities arecalculated. Experiments on 40Cr steel show that the results given by this method have a goodagreement with that obtained by the resistance fracture gage method. Therefore this method isfeasible for measuring crack propagating velocities under high loading rate and will have wideapplication. 展开更多
关键词 stress wave loading dynamic fracture crack propagating velocity experimental-numerical method
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Application of split Hopkinson tension bar technique to the study of dynamic fracture properties of materials 被引量:1
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作者 Ze-Jian Xu Yu-Long Li Feng-Lei Huang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第2期424-431,共8页
A novel approach is proposed in determining dy- namic fracture toughness (DFT) of high strength steel, using the split Hopkinson tension bar (SHTB) apparatus, com- bined with a hybrid experimental-numerical method... A novel approach is proposed in determining dy- namic fracture toughness (DFT) of high strength steel, using the split Hopkinson tension bar (SHTB) apparatus, com- bined with a hybrid experimental-numerical method. The center-cracked tension specimen is connected between the bars with a specially designed fixture device. The fracture initiation time is measured by the strain gage method, and dynamic stress intensity factors (DSIF) are obtained with the aid of 3D finite element analysis (FEA). In this approach, the dimensions of the specimen are not restricted by the connec- tion strength or the stress-state equilibrium conditions, and hence plane strain state can be attained conveniently at the crack tip. Through comparison between the obtained results and those in open publication, it is concluded that the ex- perimental data are valid, and the method proposed here is reliable. The validity of the obtained DFT is checked with the ASTM criteria, and fracture surfaces are examined at the end of paper. 展开更多
关键词 Split Hopkinson tension bar Dynamic fracture toughness Hybrid experimental-numerical method High loading rate Failure mode
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