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2019 Vol. 40, No. 2
Published: 2019-04-28

 
99 Advances in Corrosion Damage Modeling
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.047
Corrosion can cause mechanical damage near the material surface and reduce material strength. The understanding and simulation of corrosion damage evolution is essential for predicting residual service life of the engineering structure, reliability analysis, and corrosion-resistant design of materials. Most of the mathematical models are intended to describe the interface evolution process at a single corrosion spot. These models, usually based on diffusion theory and electrochemical kinetics, can predict the geometric evolution of corrosion pits and the evolution of metal ion concentration distribution in solution. In this paper, we briefly introduce the electrochemical kinetics of corrosion for researchers in mechanics. The existing pitting corrosion models are classified and reviewed. Several major new corrosion simulation methods are highlighted: Cellular Automaton, Peridynamics and Phase-Field models. The advantages and disadvantages of each method are discussed. Finally, to deal with the challenges in applying corrosion models for real engineering problems, we suggest several research directions for the future work.
2019 Vol. 40 (2): 99-116 [Abstract] ( 822 ) HTML (1 KB)  PDF   (0 KB)  ( 282 )
117 Analytical Solution for the Thermaoelasticity Problem of an Inhomogeneous Inclusion with the Hypotrochoidal Shape in the Infinite Plane
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.048

The elastic fields of an infinite plane with an inhomogeneous inclusion due to the non-uniform distribution of temperature on the inclusion is studied, where the inclusion is shaped by the hypocycloid curve and has different properties from those of the matrix, except for the same elastic shear modulus. This is called the inhomogeneous thermoelastic problem. By means of the knowledge of complex variable functions, the closed-form solution for the general case of inhonmogeneous thermoelastic problems is firstly solved. Then through the Riemann conformal mapping, the exterior of the inclusion is mapped onto the exterior of the unit circle. Furthermore, in virtue of the features of analytical functions, and combining the Cauchy-type integrals with the Faber polynomials, we obtain the explicit analytical formulae of the K-M potentials inside and outside the inclusion with the region of inclusion affected by the temperature of a polynomial distribution. The stress fields are calculated from the potentials and illustrated in the cases for different polynomial distributions of temperature. It is found that the internal stress field is in good agreement with the finite element results, and the same as the reported solutions in the literature when the inclusion is elliptical. On top of that, the new formulae are of more generality and applicability.

2019 Vol. 40 (2): 117-126 [Abstract] ( 296 ) HTML (1 KB)  PDF   (0 KB)  ( 241 )
127 Nonlinear Vibration Control of a Simply supported Pipe Conveying Fluid with Nonlinear Energy Sink
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2019.002

Pipes conveying fluid are widely applied in heat exchanger systems, nuclear power plants, chemical process plants, marine risers, etc. However, the excessive piping vibration can cause leaks, fatigue failures and noises. Thus, investigations on the vibration suppression of pipes are of theoretical and practical significance. In this study, we construct a theoretical model to investigate the nonlinear dynamics of a simply-supported pipe conveying pulsating fluid equipped with a nonlinear energy sink (NES). By taking the deflection-dependent axial force into consideration, the nonlinear governing equations of the system are obtained. Based on the Galerkin method and the Runge-Kutta algorithm, the resulting equations are discretized and solved. Numerical results for the nonlinear dynamical responses of the pipes with and without NES are presented. It is found that pipe vibration can be effectively suppressed by the NES. Comparing with the pipe without NES under the same condition, the stability and nonlinear vibration characteristics of the pipe are greatly affected when the NES is attached. The effects of NES parameters on the stability and vibration response of the system are elaborately addressed. Numerical results show that an increase in the nonlinear (cubic) stiffness k, dissipation s or mass ratio e can improve the suppression of pipe vibration; and the improvement in the suppression of pipe vibration by increasing dissipation s is more significant than those by increasing other NES parameters. It shows that the best mounting position for the NES to reduce pipe vibration is at the midpoint of the pipe. In addition, it is found that an increase in dissipation s can shrink the unstable region in the frequency domain, while other NES parameters have little effects on the instability. Therefore, dissipation s is the most effective parameter for the nonlinear energy sink to control the vibration of pipes conveying fluid.

2019 Vol. 40 (2): 127-136 [Abstract] ( 299 ) HTML (1 KB)  PDF   (0 KB)  ( 269 )
137 Micromechanics-based Modeling of Pitting Corrosion Damage in Aero Aluminum Alloy
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.045
Pitting corrosion is a common form of damage in aviation aluminum alloy materials in service. Pitting damage can lead to the deterioration of material properties, impair the bearing capacity of the structure, and seriously affect the flight safety and service life of the aircraft. Used for the bearing members, the aviation aluminum alloys are subjected to not only environmental corrosion, but also stress. Therefore, it is of great theoretical and practical significance to study the pitting corrosion damage of aluminum alloy under stress. According to the basic principle of pitting, this paper introduces the porosity of the damage variable which characterizes the hole damage of the material. Considering the mechanical chemistry effect, the calculation model of the elastic modulus of pitting damage material under stress is established, which provides a necessary foundation for the prediction of the deterioration of structural bearing capacity. Accelerated corrosion test and uniaxial tensile test were carried out using the 2219 aluminum alloy. The SZX12 research-grade microscope and laser range finder were used to study the change of pitting depth with time and load. The pitting porosity and stress tested at different times were in exponential relationship, verifying the effect of mechanical chemistry on the porosity of pitting damage. It is proved that a corrosion pit in the aluminum alloy can be simulated as a semi-ellipsoid; that is, the pit can be regarded as an ellipsoidal hole damage in the material caused by the corrosive action. The macroscopic morphology of the damaged specimens after corrosion was observed and analyzed, and the influences of corrosion time and applied load on pitting damage were further verified. The comparison between the calculated results and the experimental data shows the correctness of the method and the feasibility to apply the damage mechanics to the description of corrosion damage. This study also provides a new idea for the quantitative description of corrosion damage under stress.
2019 Vol. 40 (2): 137-146 [Abstract] ( 268 ) HTML (1 KB)  PDF   (0 KB)  ( 245 )
147 Three-dimensional Parametric Vibration Instability of Ring-shaped Periodic Structure
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.040
The ring-shaped periodic structures subjected to multiple moving loads are widely used in engineering practice, for example, the ring structure in a vibratory gyroscope, the ring gears in planetary gear trains, and the stators and rotors in electrical machines. Vibrations can be induced by the moving loads that significantly affect the working performance of the systems containing such structures. Since the moving loads can lead to time-variant effects, which can further cause parametric vibrations, the instability behaviors arise. Because such vibrations can damage the system on a permanent basis, the corresponding analyses and estimations become very important. The governing equation of motion for ring-shaped periodic structures is established by using Hamilton’s principle in the conventional inertial coordinate system, and thus a dynamic model with time-variant coefficients is obtained. In order to improve calculation efficiency, a mathematical transformation is introduced to remove the time-variant effect. Based on this model, the corresponding time-invariant version is obtained and discretized into ordinary differential equations using the Galerkin method. According to the time-invariant model, the eigenvalues are calculated on the basis of classical vibration theory to estimate the instability behaviors. For verification purpose, the unstable regions of the time-variant model are calculated using the Floquét theory. Then these regions are also calculated based on the time-invariant model. The consistent results verify the main idea of the transformation treatment, and at the same time, reveal the types of instability of the load-moving system, including the divergent and flutter instabilities. The results imply that the unstable regions are reduced with an increase in the vibration wavenumber. Meanwhile, this increase can also be obtained by selecting the combinations of the rotating supports’ rotation speeds and inclination angles. This study lays a theoretical foundation for the performance estimation and practical design of such ring-shaped periodic structures subjected to multiple moving loads.
2019 Vol. 40 (2): 147-156 [Abstract] ( 254 ) HTML (1 KB)  PDF   (0 KB)  ( 259 )
157 Structural Damage Assessment Using the High-order Generalized Flexibility Sensitivity Method
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2019.001
The flexibility matrix can be obtained approximately by the first few modes of the structure, so it is widely used in structural model updating and damage identification. The generalized flexibility derived from the ordinary flexibility can be obtained more accurately from the low-frequency modal data. Generally, only the first- or second-order modal data are required to obtain the generalized flexibility matrices of high accuracy. Therefore, the generalized flexibility sensitivity method has attracted wide attention in the area of damage identification in recent years. In this paper, the damage identification method based on generalized flexibility sensitivity with different orders is studied in detail. It is found that the accuracy of damage assessment results does not increase with the increase in the order of generalized flexibility matrix. The reason may lie in that the condition number of the coefficient matrix of the generalized flexibility sensitivity equations increases significantly with the increase in the order of generalized flexibility matrix. This means that the higher is the order of generalized flexibility matrix, the more ill-conditioned are the equations, leading to distorted damage identification results. Thus the generalized flexibility sensitivity with the first or second order is recommended for structural model updating or damage identification in engineering practice. Moreover, a feedback singular-value truncation (FSVT) method is proposed in this paper in order to overcome the adverse effects of noisy data and ill-conditioned equations. The essence of the FSVT method is the feedback computation based on the initial result of singular-value truncation. Many undamaged elements are removed in accordance with the feedback evaluation to reduce the number of unknowns in the FSVT. This operation can significantly reduce the computational complexity and obtain more accurate damage evaluation results. The FSVT method is very concise in theory and is simple for implementation. A frame structure and a beam structure with variable cross-sections are used as the numerical examples to demonstrate the proposed method. The numerical results show that the proposed method is superior to the traditional singular-value truncation method in the accuracy of structural damage assessment.
2019 Vol. 40 (2): 157-168 [Abstract] ( 255 ) HTML (1 KB)  PDF   (0 KB)  ( 269 )
169 Crystal Plasticity Constitutive Model and Analysis of Heterogeneous Deformation by Twinning for Magnesium Alloys
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2018.046
The evolution of microstructure significantly influences the mechanical behaviors of magnesium alloys. To reveal the relation between the plastic anisotropy and the heterogeneous deformation by twinning for Mg alloys, the uniaxial tests with different loading paths were conducted, and the deformation behaviors of Mg alloys were simulated using the crystal plasticity constitutive model, which can nicely describe the different deformation mechanisms of slip, twinning and lattice rotation. A representative volume element of material with the microstructural parameters of grain size, crystal orientation and grain-boundary misorientation angle was adopted. The Mg alloy sheets exhibit considerable plastic anisotropy. The comparison shows excellent agreement between the predicted results and the experimental data of the plastic anisotropic behaviors and polycrystalline textures of Mg alloys. The analysis of heterogeneous deformation by twinning indicates that the plastic anisotropic behaviors of Mg alloys are closely related with different activated combinations of the slip and twinning mechanisms. The inhomogeneous stress distribution in polycrystalline is significantly affected by twinning. However, the deformations by twinning in different sizes of grains are quite different, which results in the inhomogeneous distribution of twinning variants in grains. This research contributes to the design and control of the mechanical properties of magnesium alloys through a further improvement in the microstructure.
2019 Vol. 40 (2): 169-182 [Abstract] ( 321 ) HTML (1 KB)  PDF   (0 KB)  ( 248 )
183 The Comparison of Dynamic Response of Lined Tunnels under Internal Loading between Two Surrounding Media: the Elastic Medium and the Saturated Porous Medium
DOI: 10.19636/j.cnki.cjsm42-1250/o3.2019.003
Considering the dynamic interaction between lining and soil and the difference in dynamic response to the internal blast load between different soil media surrounding the lined tunnel, the dynamic responses of lined tunnels subjected to an internal blast load in the saturated medium and the elastic medium are compared and studied. First, the porosity of saturated medium surrounding the lining structure is set as n=0, which is degenerated into the elastic medium, and the solution to the dynamic response of saturated medium is then degenerated into the solution of elastic medium. This degenerate solution is completely consistent with the existed solution to the dynamic response of elastic media surrounding the lined tunnel. Subsequently, the dynamic responses of lined tunnel in saturated soil with different porosities and ideal elastic medium are computed and compared. It is found that (a) compared with the elastic medium, the dynamic response of lined tunnel in saturated medium is larger, and the attenuation of the response along the axis is faster; (b) the dynamic response at the inner surface of lining in the saturated medium increases gradually with the decrease of porosity, meaning that the trends of time-history curves of displacement and stress at the inner surface of lining in the saturated medium are similar to those in the elastic medium as the porosity decreases.
2019 Vol. 40 (2): 183-192 [Abstract] ( 198 ) HTML (1 KB)  PDF   (0 KB)  ( 259 )
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