Applied Mathematics and Mechanics (English Edition) ›› 1988, Vol. 9 ›› Issue (9): 849-857.
汤任基1, 王怡清2
Tang Ren-ji1, Wang Yi-qing2
摘要: Using the fundamental solution of a single crack and the Fourier transform solution of an infinite strip, the tension problem of a clamped rectangular plate containing a central crack is reduced to solve a system of singular integral equations. Then, the normal stress on clamped side and the stress intensity factors of the central crack are carried out by means of Gauss-Jacobi integration formulas. The comparison of numerical results is shown in the "table of stress intensity factors".