2017
DOI: 10.1142/s0219876217500657
|View full text |Cite
|
Sign up to set email alerts
|

Computations of Singular Stresses Along Three-Dimensional Corner Fronts by a Super Singular Element Method

Abstract: In order to consider corner configurations with straight corner fronts in three-dimensional (3D) solids, a super polygonal prismatic element containing a straight corner front is established by using the numerical eigensolutions of singular stress fields and the Hellinger–Reissner variational principle. Singular stresses near the corner front subject to far-field boundary conditions can be obtained by incorporating the super singular element with conventional 3D brick elements. The numerical studies are conduc… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
10
0

Year Published

2020
2020
2023
2023

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(10 citation statements)
references
References 52 publications
0
10
0
Order By: Relevance
“… T u and T ε are displacement and strain transformation matrix, respectively. It should be pointed out that strain transformation matrix rather than stress transformation matrix is used in Equation ; this treatment method is different from that of Ping et al Since U and E in Equations and have been solved by the finite element eigenanalysis method, only the unknown stress intensity parameters, β , need to be solved later.…”
Section: Expressions Of the Singular Stress Fields Near A Circumferenmentioning
confidence: 99%
See 4 more Smart Citations
“… T u and T ε are displacement and strain transformation matrix, respectively. It should be pointed out that strain transformation matrix rather than stress transformation matrix is used in Equation ; this treatment method is different from that of Ping et al Since U and E in Equations and have been solved by the finite element eigenanalysis method, only the unknown stress intensity parameters, β , need to be solved later.…”
Section: Expressions Of the Singular Stress Fields Near A Circumferenmentioning
confidence: 99%
“…The finite element formulation of the SCFE can be derived from Equations and and the H‐R variational functional, and the following element stiffness matrix for the SCFE is finally obtained: Ks=GTH1boldG, in which boldH=12Γnormalc[]nboldEnormalcTUc+UcT()boldn0.5emEcnormaldA, boldG=ΓnormalcnEcTNhnormaldA, Uc=[]()1ηTuboldU/2()1+ηTuboldU/2 Ec=[]()1ηDTεboldE/2()1+ηDTεboldE/2 in which Γ c is a combination of all Γ c i , n contains the unit normal vectors, N h is a matrix of interpolation function, and the natural coordinate η represents the location of a normal plane along the corner front. The interested readers can refer to Ping et al…”
Section: Formulation Of a Mafem For The Circumferential Corner Problemmentioning
confidence: 99%
See 3 more Smart Citations