1994
DOI: 10.1007/bf00032323
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Effects of non-singular stresses on crack-tip fields for pressure-sensitive materials, Part 1: Plane strain case

Abstract: Mode I near-tip stress fields for elastic perfectly plastic pressure-sensitive materials under plane strain and small-scale yielding conditions are presented. A Coulomb-type yield criterion described by a linear combination of the effective stress and the hydrostatic stress is adopted in the analysis. The finite element computational results sampled at the distance of a few crack opening displacements from the tip show that, as the pressure sensitivity increases, the magnitudes of the normalized radial and hoo… Show more

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Cited by 12 publications
(17 citation statements)
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References 39 publications
(78 reference statements)
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“…Furthermore, the size and shape of the plastic zone under plane strain conditions for a zero opening crack should be determined. The mode I stress fields are defined by substituting the stress intensity factors of ( K n I /σ o ) 2 = 0.112, 0.132 and 0.323 and the V‐stresses 4 V /σ o = 0.5, 0 and −0.5 used by Kim and Pan 18 into ; the plastic zone is determined by substituting these stresses into the Mises yield criterion 18 : where σ eq is the Mises equivalent stress and σ zz is the out‐of‐plane normal stress, and under plane stress condition, σ zz = 0, and in plane strain condition, σ zz =ν (σ rr +σ θθ ). If σ eq becomes equal to the uniaxial tensile yield stress, σ o , , the yielding occurs.…”
Section: Numerical Calculationsmentioning
confidence: 99%
“…Furthermore, the size and shape of the plastic zone under plane strain conditions for a zero opening crack should be determined. The mode I stress fields are defined by substituting the stress intensity factors of ( K n I /σ o ) 2 = 0.112, 0.132 and 0.323 and the V‐stresses 4 V /σ o = 0.5, 0 and −0.5 used by Kim and Pan 18 into ; the plastic zone is determined by substituting these stresses into the Mises yield criterion 18 : where σ eq is the Mises equivalent stress and σ zz is the out‐of‐plane normal stress, and under plane stress condition, σ zz = 0, and in plane strain condition, σ zz =ν (σ rr +σ θθ ). If σ eq becomes equal to the uniaxial tensile yield stress, σ o , , the yielding occurs.…”
Section: Numerical Calculationsmentioning
confidence: 99%
“…It turns out that the T stress has significant effects on the stresses and hydrostatic tension directly ahead of the tip for materials with small pressure sensitivity. However, as the pressure sensitivity increases, the effects on the stresses and hydrostatic tension directly ahead of the tip decreases, as shown in [15]. In general, when the value of T decreases, the stresses and hydrostatic tension directly ahead of the tip decrease.…”
Section: Numerical Results For Perfectly Plastic Materialsmentioning
confidence: 93%
“…On the other hand, for perfectly plastic materials under plane strain conditions, a constant stress sector is located ahead of the tip. The angular span of the front constant stress sector is determined for a given pressure sensitivity [15]. Therefore the T stress has no influence on the angular span of the front constant stress sector.…”
Section: Numerical Results For Perfectly Plastic Materialsmentioning
confidence: 99%
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