TY - JOUR
T1 - Mode I crack in a soft ferromagnetic material
AU - Liang, W.
AU - Fang, D.
AU - Shen, Y.
PY - 2002/5
Y1 - 2002/5
N2 - In the existing magnetoelastic theories, stress is proportional to the square of magnetic intensity and the linear model developed is usually used to analyse magnetoelastic problems. For a crack problem, the perturbation of the magnetic field caused by deformation is not much less than the applied field. In this paper, complex potentials for a mode I crack with a nonlinear relation for magnetic intensity are developed. The boundary conditions on crack faces are represented in terms of the continuity of the magnetic field. A solution of the crack problem is obtained by solving the Riemann-Hilbert problem. Making use of the solution, the effects of the boundary conditions on the crack faces on the magnetoelastic coupling are discussed.
AB - In the existing magnetoelastic theories, stress is proportional to the square of magnetic intensity and the linear model developed is usually used to analyse magnetoelastic problems. For a crack problem, the perturbation of the magnetic field caused by deformation is not much less than the applied field. In this paper, complex potentials for a mode I crack with a nonlinear relation for magnetic intensity are developed. The boundary conditions on crack faces are represented in terms of the continuity of the magnetic field. A solution of the crack problem is obtained by solving the Riemann-Hilbert problem. Making use of the solution, the effects of the boundary conditions on the crack faces on the magnetoelastic coupling are discussed.
KW - Complex potential
KW - Crack
KW - Magnetic boundary condition
KW - Magnetoelastic coupling
KW - Soft ferromagnetic material
UR - https://www.scopus.com/pages/publications/0036567187
U2 - 10.1046/j.1460-2695.2002.00511.x
DO - 10.1046/j.1460-2695.2002.00511.x
M3 - Article
AN - SCOPUS:0036567187
SN - 8756-758X
VL - 25
SP - 519
EP - 526
JO - Fatigue and Fracture of Engineering Materials and Structures
JF - Fatigue and Fracture of Engineering Materials and Structures
IS - 5
ER -