作者: D.L. McDIARMID
DOI: 10.1016/B978-0-08-034341-9.50141-8
关键词: Materials science 、 Thin wall 、 Stress concentration 、 Frequency ratio 、 Shear stress 、 Amplitude ratio 、 Test data 、 Stress (mechanics) 、 Crack closure 、 Structural engineering
摘要: ABSTRACT The results of biaxial fatigue tests on thin wall steel cylinders covering a range principal stress amplitude ratio, out-of-phase angle and frequency ratio are reported discussed. Four different types crack growth behaviour have been identified in these tests, depending the state multiaxial existing. Uniaxial push-pull test data cannot be used as being generally representative conditions. Each particular type can correlated by Tresca shear criterion failure.