“…Carpenter [15,16,17] used the finite element method with up to 6000 degrees of freedom in combination with such an integral for the extraction of Q I . The same combination of methods was used by Atkinson et al [18], see Table 1, and in a refined way by Sinclair et al [19]. With 850 degrees of freedom, the latter authors report values of Q I with a relative error of 10 −3 for a setup with an analytic solution.…”
Section: Finite Element Methods Calculationsmentioning
confidence: 99%
“…We denote this mapping A. Once the mapping A is known it is possible to perform product integration for the convolution of the kernel M 3 with the function Φ(τ ), expressed of the form of (18), when source points of Φ(τ ) are on a corner panel.…”
Section: Two Representations For φ(τ ) On Corner Panelsmentioning
confidence: 99%
“…To overcome both these problems we add to the sequence of exponents λ n and µ n given by (3) and (4) a sequence of positive integers. We adopt the rule of including, in the series in (18), values of λ n and µ n up to a magnitude of ten. Then we complete this series with the integers 1, 2, 3, .…”
Section: Two Representations For φ(τ ) On Corner Panelsmentioning
The interior stress problem is solved numerically for a single edge notched specimen under uniaxial load. The algorithm is based on a modification of a Fredholm second kind integral equation with compact operators due to Muskhelishvili. Several singular basis functions for each of the seven corners in the geometry enable high uniform resolution of the stress field with a modest number of discretization points. As a consequence, notch stress intensity factors can be computed directly from the solution. This is an improvement over other procedures where the stress field is not resolved in the corners and where notch stress intensity factors are computed in a roundabout way via a pathindependent integral. Numerical examples illustrate the superior stability and economy of the new scheme.
“…Carpenter [15,16,17] used the finite element method with up to 6000 degrees of freedom in combination with such an integral for the extraction of Q I . The same combination of methods was used by Atkinson et al [18], see Table 1, and in a refined way by Sinclair et al [19]. With 850 degrees of freedom, the latter authors report values of Q I with a relative error of 10 −3 for a setup with an analytic solution.…”
Section: Finite Element Methods Calculationsmentioning
confidence: 99%
“…We denote this mapping A. Once the mapping A is known it is possible to perform product integration for the convolution of the kernel M 3 with the function Φ(τ ), expressed of the form of (18), when source points of Φ(τ ) are on a corner panel.…”
Section: Two Representations For φ(τ ) On Corner Panelsmentioning
confidence: 99%
“…To overcome both these problems we add to the sequence of exponents λ n and µ n given by (3) and (4) a sequence of positive integers. We adopt the rule of including, in the series in (18), values of λ n and µ n up to a magnitude of ten. Then we complete this series with the integers 1, 2, 3, .…”
Section: Two Representations For φ(τ ) On Corner Panelsmentioning
The interior stress problem is solved numerically for a single edge notched specimen under uniaxial load. The algorithm is based on a modification of a Fredholm second kind integral equation with compact operators due to Muskhelishvili. Several singular basis functions for each of the seven corners in the geometry enable high uniform resolution of the stress field with a modest number of discretization points. As a consequence, notch stress intensity factors can be computed directly from the solution. This is an improvement over other procedures where the stress field is not resolved in the corners and where notch stress intensity factors are computed in a roundabout way via a pathindependent integral. Numerical examples illustrate the superior stability and economy of the new scheme.
“…The situation is similar for the piecewise constant property of the applied traction, which is used for analytic evaluation of the right-hand sides of Eqs. (1) and (2). In Ref.…”
Section: Conclusion and Discussionmentioning
confidence: 99%
“…(13) as a path-independent integral which encloses the notch [2,50]. An advantage with this post-processor is that it is less sensitive to the quality of the solution VðzÞ close to the notch than the formula (17).…”
Section: Extraction Of Useful Quantities From the Solutionmentioning
A high order accurate and fast algorithm is constructed for 2D stress problems on multiply connected finite domains. The algorithm is based on a Fredholm integral equation of the second kind with non-singular operators. The unknown quantity is the limit of an analytic function. On polygonal domains there is a trade-off between stability and rate of convergence. A moderate amount of precomputation in higher precision arithmetic increases the stability in difficult situations. Results for a loaded single edge notched specimen perforated with 1170 holes are presented. The general usefulness of integral equation methods is discussed. q
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