Diameter ratios and interferences have been determined by using Lamé's equation with the condition of maximum inner pressure without yielding of materials after shrink fitting and during forming.
The reliability assessment is performed considering as possible failure modes the ultimate collapse of the midship cross section in vertical bending or its local failure due to yielding of the material or buckling collapse of one of its structural elements.
The results of the investigation show that full connection is achieved with the new system, i.e., yielding of both materials occurs without any slip, in contrast to the partial connection of traditional embossments.
Indeed, most industrially important materials efficiently absorb laser radiation in the spectral range of 200 1,000 nm, yielding to material ablation and nanostructuring.
Meanwhile, the nonlinear behavior of stainless steel before the yielding of materials and the effect of phase transition are considered in the theoretical model without any fitting parameters.
Employment of low-yield stress steel plates in shear wall systems has been demonstrated in a number of studies to be a promising alternative for improving the buckling stability, energy absorption capacity, and serviceability of these lateral force-resisting systems, in which material yielding of infill plates may occur either before or after or even at the same time as geometrical buckling.
In our experimental model, enrichment of bisphosphonates caused yielding of the bone cement material.
The study shows that the enrichment of bisphosphonates causes yielding of the bone cement material.
Strain induced in the material causes yielding of the particles that are trapped in the shallower wells.
Material nonlinearity such as concrete cracking, tension stiffening, shear retention, concrete plasticity, yielding of prestressing tendon, yielding of steel reinforcing bar and degradation of material properties due to high temperature are all simulated with proper constitutive models.
Material nonlinearity such as concrete cracking, tension stiffening, shear retention, concrete plasticity, yielding of prestressing tendon, yielding of steel reinforcing bar, yielding of liner plate and relaxation of prestressing tendon are all simulated with proper constitutive models.
