Exact(10)
It was found that CNI alone, in general, has no effect in decreasing corrosion, and that the crack condition of the specimens strongly affects the corrosion process.
This model can be used to predict the hydraulic pressure and crack condition at the outer face of the lining based on measured water inflow rate and the crack condition at the inner face, with significantly increased accuracy compared with the existing models based on constant hydraulic conductivity.
Numerical examples are performed to show how the electric crack condition parameter affects the field intensity factors and the force on the dislocation.
The analysis is conducted on the electrically unified crack boundary condition with the introduction of the electric crack condition parameter that can describe all the electric crack boundary conditions.
The analysis is conducted on the unified electrical crack boundary condition with the introduction of the electric crack condition parameter that can describe all the electric crack boundary conditions.
The analysis is conducted on the electrically unified crack boundary condition with the introduction of the electric crack condition parameter that can describe all the electric crack boundary condition in accordance with the aspect ratio of an ellipsoidal crack and the permittivity inside the crack, in particular, including traditional permeable and impermeable crack boundary conditions.
Similar(50)
The crack breathing effects can be evaluated using contact pressures distributions, and local contact phenomenon can be observed during the positive half circle of the excitation period under the larger crack conditions.
Compared to the majority of similar experimental works in the field, the investigation is based on the classification of identical overloading conditions applying to four distinct crack lengths corresponding to microstructurally short, physically short, long and very long crack conditions.
First, the structure with crack is modeled by multivariable wavelet finite element method (MWFEM) so that the vibration parameters of the first three natural frequencies in arbitrary crack conditions can be obtained, which is named as the forward problem.
Following Hiramatsu et al. (2010), we adopt here RSC SP = 880/(MPa) from the change in normalized time delays caused by the step-wise static stress change of a moderate size earthquake (Saiga et al. 2003; Hiramatsu et al. 2005) and T C = 2 years from the recovery of crack conditions to a step-wise static stress change (Hiramatsu et al. 2005; Sugaya et al. 2009).
This paper develops a nondestructive FWD-based evaluation model to evaluate the semi-rigid base cracking condition.
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