2011
DOI: 10.1016/j.commatsci.2011.03.036
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Numerical analysis of the effect of pore on local stresses in spot welds

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Cited by 6 publications
(7 citation statements)
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“…To solve the problems of a pore and crack in a polygonal element, the elemental functional can be obtained according to the Hellinger‐Reissner principle as below Πepore=Ω[]12σTboldSσσT()DunormalΓ1tT()u1boldunormaldΓ1+normalΓ2boldttrue˜TboldunormaldΓ2 Πecrack=Ω[]12σTboldSσσT()DunormalΓ1tT()boldutrue˜1boldunormaldΓ1+normalΓ2boldttrue˜TboldunormaldΓ2 in which Π e pore and Π e crack represent the elemental functional due to pore in Figure A and due to crack in Figure B, respectively.…”
Section: Experiments and Simulationsmentioning
confidence: 99%
See 1 more Smart Citation
“…To solve the problems of a pore and crack in a polygonal element, the elemental functional can be obtained according to the Hellinger‐Reissner principle as below Πepore=Ω[]12σTboldSσσT()DunormalΓ1tT()u1boldunormaldΓ1+normalΓ2boldttrue˜TboldunormaldΓ2 Πecrack=Ω[]12σTboldSσσT()DunormalΓ1tT()boldutrue˜1boldunormaldΓ1+normalΓ2boldttrue˜TboldunormaldΓ2 in which Π e pore and Π e crack represent the elemental functional due to pore in Figure A and due to crack in Figure B, respectively.…”
Section: Experiments and Simulationsmentioning
confidence: 99%
“…To solve the problems of a pore and crack in a polygonal element, the elemental functional can be obtained according to the Hellinger-Reissner principle as below. 59 Π pore…”
Section: Fatigue Resistance With Poresmentioning
confidence: 99%
“…The behavior of fractures started in the steel matrix and exposed to tensile stresses was examined using the ABAQUS computer code [6], which is based on the finite element approach. Our earlier work [15][16][17] had successfully used the finite element model, and more recent calculations [4,18,19] employing this model's mesh size convergence have validated this. Here, the key elements of the technique are explained.…”
Section: Finite Element Modelmentioning
confidence: 84%
“…The effect of the interaction of two pores on the level of the internal stresses induced in the ferritic matrix in the center of the distance between two pores was studied by Bouafia et al [11]. Figure 10 presents the distribution of this stress and their intensity in the ferritic matrix and two pores for = 100 MPa.…”
Section: Effect Of Pore Densitymentioning
confidence: 98%
“…This behavior constitutes a damage risk of the weld joint. A very low stresses level does not present any risk of failure of the weld joint [11].…”
Section: Effect Of Pore Densitymentioning
confidence: 99%