Exact(14)
The gradient of stress lines indicates the index of the singular stresses singularity at the end of the interface.
The proposed FE model can eliminates unreal singular stresses ahead of the matrix crack.
Kσ is the parameter used to evaluate the intensity of singular stresses, where K σ = lim r → 0 r 1 − λ × σ θ.
The asymptotic field consists of two modes of singular stresses, scaling with the distance from the edge r as, respectively, r−λ1 and r−λ2, where λ1>λ2.
Those singular stresses have not been discussed yet in the previous studies for pullout problems although they are important for causing interfacial initial debonding.
Analytical solutions for the extended singular stresses, the extended stress intensity factors (SIFs) and the extended energy release rate near the crack front in EMTE-MCs are provided.
Similar(46)
The resulting theoretical model clarifies the influence of the confining pressure, the presence of friction on the flaw surface and the non-singular stresses (T-stresses) both parallel (Tx) and perpendicular (Ty) to the crack plane on crack initiation.
The singularity of the singular stress field around the crack front terminating at the interface is analyzed by the main-part analytical method of hypersingular integral equations.
Singular stress fields exist for all the loading cases, and the stress singularity is larger for cases of external pressure, internal pressure and tension loading compared to the cases of bending and torque loading, which means that the riser pipe under external pressure, internal pressure and tension loading is more prone to break than under bending and torque loading in deep sea environment.
The singular stress field near the notch tip is investigated.
However, the stress distribution indicates that both ends of the interface have singular stress fields.
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