Stress intensity factors have been determine directly for certain special crack problems with the help of J or other path-independent integrals. Such procedures have not been used successfully in what are perhaps the most classical of all crack problems: those in two dimensions involving a crack of finite length in an infinite medium with loading at infinity of either Mode I, Mode II or Mode III type. We give a new class of path-independent integrals which are suitable for this purpose
Abstract-The use of the path independent J ’ integral for dynamic rack propagation, which has the ph...
A stable numerical algorithm is presented for an elastostatic problem involving a crack close to and...
AbstractThis paper deals with the path-independent integrals in nonlinear 3-dimensional fracture dyn...
Stress intensity factors have been determine directly for certain special crack problems with the he...
Stress intensity factors have been determine directly for certain special crack problems with the he...
Abstract-A path-independent integral is introduced for calculating stress intensity factors. The der...
A path‐independent integral is introduced for calculating stress intensity factors. The derivation o...
A path‐independent integral is introduced for calculating stress intensity factors. The derivation o...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
The objective of this paper is to present a procedure based on moving (or shifting) isoparametric el...
The well-known J integral of elastic fracture mechanics has been related to potential energy-release...
AbstractComplex path-independent integrals have been extensively used in applied mathematics for the...
Abstract-The use of the path independent J ’ integral for dynamic rack propagation, which has the ph...
A stable numerical algorithm is presented for an elastostatic problem involving a crack close to and...
AbstractThis paper deals with the path-independent integrals in nonlinear 3-dimensional fracture dyn...
Stress intensity factors have been determine directly for certain special crack problems with the he...
Stress intensity factors have been determine directly for certain special crack problems with the he...
Abstract-A path-independent integral is introduced for calculating stress intensity factors. The der...
A path‐independent integral is introduced for calculating stress intensity factors. The derivation o...
A path‐independent integral is introduced for calculating stress intensity factors. The derivation o...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
A new method of computing stress intensity factors for self-similar cracks in the plane is discussed...
The objective of this paper is to present a procedure based on moving (or shifting) isoparametric el...
The well-known J integral of elastic fracture mechanics has been related to potential energy-release...
AbstractComplex path-independent integrals have been extensively used in applied mathematics for the...
Abstract-The use of the path independent J ’ integral for dynamic rack propagation, which has the ph...
A stable numerical algorithm is presented for an elastostatic problem involving a crack close to and...
AbstractThis paper deals with the path-independent integrals in nonlinear 3-dimensional fracture dyn...