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Journal articles on the topic 'Stressed state'

Author: Grafiati

Published: 30 May 2022

Last updated: 31 May 2022

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1

Kovshar, S. N., P. V. Ryabchikov, and S. V. Gushchin. "Assessment of Thermally Stressed State of Concrete Massif." Science & Technique 20, no. 3 (June 3, 2021): 207–15. http://dx.doi.org/10.21122/2227-1031-2021-20-3-207-215.

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The paper describes a technique for assessing the thermally stressed state of a concrete massif of a foundation slab made of a self-compacting concrete mixture. The proposed method consists in a preliminary calculation of temperature fields in hardening concrete. The objects of research have been self-compacting concrete mix and structural concrete in the structure mass. The choice of materials for the preparation of a concrete mixture is given and substantiated. The composition of self-compacting concrete has been used to assess the thermally stressed state. A binder with a reduced exotherm has been used in order to reduce the self-heating of concrete. Studies have been carried out to assess the specific heat release of the recommended cement depending on the initial water-cement ratio. The effect of a chemical additive on the rate and magnitude of the specific heat release of cement has been studied. The paper presents the main theoretical provisions and an algorithm for calculating the thermal stress state of a concrete massif. The finite difference method has been used to calculate the expected temperatures and their distribution in the structure mass, and the temperature stresses in the sections of the concrete mass have been calculated to assess the thermally stressed state. The performed calculations of the temperature fields have made it possible to estimate the maximum possible temperatures and temperature differences over the sections of the concrete massif depending on the initial temperature of the concrete mixture and the average daily temperature of the outside air. Analysis of the temperature distribution has revealed the most dangerous sections of the concrete mass. An assessment of the thermal stress state of the concrete mass has been made on the basis of the results pertaining to calculation of temperature fields. The calculation of temperature stresses in the most dangerous sections of the concrete massif has been performed. It is shown that the calculated value of the temperature stress can serve as a characteristic of the thermally stressed state of the concrete mass. The formation of temperature cracks in a concrete mass is possible when the calculated value of the temperature stress exceeds the actual tensile strength of concrete. Comparison of the calculated and actual values of temperatures in the sections of the foundation slab has made it possible to conclude that the calculations of the temperature fields and, as a consequence, possible temperature deformations are correct.

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2

Savruk, M. P., and A. Kazberuk. "Distribution of stresses near V-shaped notches in the complex stressed state." Materials Science 47, no. 4 (January 2012): 476–87. http://dx.doi.org/10.1007/s11003-012-9419-8.

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3

Klimov, S. "Stressed state of webbed framing joints with diagonal element." Transactions of the Krylov State Research Centre S-I, no. 2 (December 28, 2020): 41–46. http://dx.doi.org/10.24937/2542-2324-2020-2-s-i-41-46.

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In most of cases, webbed beams of ship grillages intersect at the right angle. The intersections at arbitrary angle lead to structural and technological challenges, whereas the welds too close to each other bring about high stress concentrations and high welding stresses. Beam intersections at sharp angles are hard to weld. This paper discusses the beam joint with diagonal element suggested and patented by the authors, as well as the results of stressed-state study for this joint.

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4

Makhnenko, O. V., I. V. Mirzov, and V. B. Porokhonko. "Modelling of residual stresses, radiation swelling and stressed state of in-service WWER-1000 reactor baffle." Paton Welding Journal 2016, no. 4 (April 28, 2016): 32–38. http://dx.doi.org/10.15407/tpwj2016.04.03.

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5

Troshchenko, V. T. "Fatigue of metals under nonuniform stressed state. Part 1. Stressed state assessment methods and results of investigation." Strength of Materials 42, no. 2 (March 2010): 129–43. http://dx.doi.org/10.1007/s11223-010-9200-x.

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6

Chursin, A. I., E. A. Nartova, P. M. Chebotarev, and A. A. Melentyev. "Agrarian landscape ecological regional assignment of middle Volga." IOP Conference Series: Earth and Environmental Science 981, no. 3 (February 1, 2022): 032039. http://dx.doi.org/10.1088/1755-1315/981/3/032039.

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Abstract Based on modern data of environmental information, an assessment of agricultural landscape ecological state in Middle Volga was made, the state of which is unsatisfactory, this is due to assessments of land prevailing types ecological state in natural agricultural zones: in broad-leaved forest zone, the crisis-stressed state of agricultural landscape is distinctive(including arable land - heavy, natural forage lands - intense-heavy, forest - from intense to crisis; radioactive contamination - up to 10% of zone territory); - in the forest-steppe zone, a crisis-stressed state is distinctive (including arable land - stressed-heavy, - stressed, forest - crisis; radioactive contamination - up to 2 - 3% of zone territory); natural forage lands; - in the steppe zone, the state of agricultural landscape is characterized by stressed-heavy state (including arable land - stressed-heavy, natural dryforage lands - stressed, natural forage lands, floodplain and lowland - good and satisfactory, forest - crisis); - in the dry steppe zone, the state of agricultural landscape is characterized by stressed-heavy state (including arable land - stressed-heavy, natural dry forage lands - stressed, natural forage lands, floodplain and lowland - good and satisfactory, forests - stressed); - in semi-desert and desert zones, the state of agricultural landscape is crisis-stressed (including arable land - a crisis, natural forage lands - stressed, forests - stressed).

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7

Savenko, V. I., and E. K. Shchukin. "Residual stresses occurring in elastoplastic materials deformed in active media (uniaxial stressed state)." Soviet Materials Science 23, no. 2 (1987): 212–14. http://dx.doi.org/10.1007/bf00718149.

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8

Muratikov, K. L., A. L. Glazov, D. N. Rose, and J. E. Dumar. "Photoacoustics of the stressed state in solids." Review of Scientific Instruments 74, no. 7 (July 2003): 3531–35. http://dx.doi.org/10.1063/1.1581358.

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9

Zhitnyaya, V. G. "Stationary stressed state of an elliptical cylinder." Journal of Mathematical Sciences 101, no. 6 (October 2000): 3675–79. http://dx.doi.org/10.1007/bf02674057.

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10

Shevlyakov, Yu A., and V. N. Tishchenko. "Stressed state near cracks in elastic media." Journal of Soviet Mathematics 65, no. 2 (1993): 1491–94. http://dx.doi.org/10.1007/bf01097649.

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11

Dikhtyar', A. I. "Stressed state of elastic plane with cavities." Journal of Soviet Mathematics 65, no. 2 (1993): 1495–98. http://dx.doi.org/10.1007/bf01097650.

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12

Savchenko, S. N., A. A. Kozyrev, and V. A. Mal'tsev. "Stressed state of rocks of block structure." Journal of Mining Science 30, no. 5 (September 1994): 447–55. http://dx.doi.org/10.1007/bf02047335.

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13

Mansurov, V. A., and V. N. Medvedev. "Effect of stressed state on rock failure." Soviet Mining Science 25, no. 4 (July 1989): 303–7. http://dx.doi.org/10.1007/bf02528547.

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14

Zhang, G. X., and G. T. Liu. "Thermally stressed multiple systems in steady state." Theoretical and Applied Fracture Mechanics 17, no. 1 (April 1992): 69–81. http://dx.doi.org/10.1016/0167-8442(92)90047-2.

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15

Strelnikov, V. N., and M. G. Sukov. "Investigation of stressed state of shell structure." Journal of Physics: Conference Series 1926, no. 1 (May 1, 2021): 012069. http://dx.doi.org/10.1088/1742-6596/1926/1/012069.

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16

Suleimenov, Ulanbator, Nurlan Zhangabay, Akmaral Utelbayeva, Masrah Azrifan Azmi Murad, Aibarsha Dosmakanbetova, Khassen Abshenov, Svetlana Buganova, Arman Moldagaliyev, Kuanysh Imanaliyev, and Bolat Duissenbekov. "Estimation of the strength of vertical cylindrical liquid storage tanks with dents in the wall." Eastern-European Journal of Enterprise Technologies 1, no. 7(115) (February 28, 2022): 6–20. http://dx.doi.org/10.15587/1729-4061.2022.252599.

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A multi-level mathematical model was used to estimate the stressed-strained state of a cylindrical reservoir with a defect in the wall shape in the form of a dent; the concentration of stresses in the defect zone was studied. The proper choice of the mathematical model was verified; it has been shown that the engineering assessment of the stressed-strained state of the wall of a cylindrical tank with the variable thickness could employ ratios for a cylindrical shell with a constant wall thickness. The spread of values is 2‒10 %. This indicates the proper choice of the mathematical model, as well as the fact that it is possible, for an engineering assessment of the stressed-strained state of the wall of a cylindrical tank with variable thickness, to use the ratios for a cylindrical shell with a constant wall thickness. The stressed-strained state of the dent zone in the tank wall was numerically estimated, which proved the assumption of significant stress concentrations in the dent zone and indicated the determining effect on the concentration of stresses in the dent zone exerted by its geometric dimensions and its depth in particular. The concentration of stresses in the zone of dents in the tank wall was investigated in the ANSYS programming environment at different sizes of dents on the tank wall, for which two dimensionless parameters were introduced: the dimensionless radius of the dent and the dimensionless depth of the dent. Based on the results of a numerical study into the stressed-strained state of the dent zone in the tank wall, graphic dependences were derived of the stress concentration coefficient on the dimensionless depth of the dent for various values of the dimensionless radius of dents, which does not exceed 2 % of the indicator. Based on fitting the stress concentration curves on the dimensions of the dent and tank, a formula was derived for calculating the stress concentration coefficient as a function of the dimensionless radius ξ and the dimensionless depth ς of the dent. The resulting formula makes it possible, with known dimensionless parameters of the depth and radius of the dent, to determine the coefficients of stress concentration in the dented zone of the tank wall.

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17

Kuo, M. K., and H. T. Lee. "Inversion of Residual Stress." Journal of Mechanics 17, no. 2 (June 2001): 103–8. http://dx.doi.org/10.1017/s1727719100003178.

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ABSTRACTA technique for inverting residual stress based on a theory of acoustoelasticity is presented. A general incremental constitutive relation is first derived for a pre-stressed material subjected to an additional infinitesimal elastic deformation. The theory is then employed on using ultrasonic means to evaluate residual stresses of residually stressed materials. The residual stresses are assumed to be homogeneous in materials as usual. The only major assumption in this formulation is that the additional deformations caused by ultrasonic evaluating process are infinitesimal and elastic. No assumption on the origin of residual stresses is needed, nor the assumption on the possible existence of “natural state” of the materials. Successful inversion of residual stresses are demonstrated through a preliminary numerical experiment.

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18

Sadrtdinov, R. A., V. B. Geitsan, V. G. Rybalko, and D. V. Novgorodov. "Studying the stressed state of a pipe wall with nonuniform residual stresses during bending." Russian Journal of Nondestructive Testing 48, no. 1 (January 2012): 59–68. http://dx.doi.org/10.1134/s1061830912010081.

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19

Savenko, V. I., and E. D. Shchukin. "On residual stresses arising in elastoplastic materials deformed in active media: uniaxial stressed state." Journal of Materials Science Letters 11, no. 3 (1992): 184–86. http://dx.doi.org/10.1007/bf00724687.

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20

Demidov, V. N., and Anna G. Knyazeva. "Stressed-Strain State of Multi Layer Foil under One-Axis Tension." Applied Mechanics and Materials 756 (April 2015): 540–45. http://dx.doi.org/10.4028/www.scientific.net/amm.756.540.

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Multilayer protective materials and coatings attract attention last years because the possibility appears to obtain unique properties of materials due to combination of properties and sizes of layers. In his paper analytical solution is constructed for the problem on multilayer foil tension. It is assumed that stress and strain tensor components depend on one space coordinate in the axis direction perpendicular to layers and generalized plane stressed state is realized. Interesting effect is detected for two-layer material: thickness of the coating exists when one of diagonal stress tensor components is minimal, that ensure minimal break in the corresponding stresses in interface. This effect is observed previously experimentally by many authors. However, other diagonal component of stress tensor has maximal value for other value of coating thickness. The positions of the maximal and minimal values of stresses and breaks depend on combination of properties and thicknesses of layers.

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21

Dodonov, P. А. "Statistical approach to description of stressed state of syntactic foam microstructure." Transactions of the Krylov State Research Centre 2, no. 400 (May 16, 2022): 40–50. http://dx.doi.org/10.24937/2542-2324-2022-2-400-40-50.

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Object and purpose of research. The object of research is a composite material of the syntactic foam type (SF), which forms a heterogeneous medium consisting of a polymer matrix filled with spherical inclusions- micro spheres. The paper suggests that distribution of micro spheres in SF should be used as a qualitative measure for estimation procedures. Comparison of such distribution for various models can be used for explaining the SF efficiency estimations. Materials and methods. The initial data inputs for the study were the composition and structure of syntactic foam and characteristics of its components: polymer matrix and glass micro spheres. Numerical studies were carried out using the earlier developed structural model of SF deformation and damage. The structural model assesses the stressed-strained state of large micro sphere assemblies (models with a number of spheres about 105 are used in the study). Results obtained by the model let us use statistical methods of processing the stress raisers and identify patterns of distributions for predicting the SF strength. The results are verified by comparison with estimations by finite element models. Main results. The structural model of deformation and damage is highly effective in calculation of the stressed-strained state of micro structures with a number of micro spheres of about 105 and more. Conclusion. The structural model developed for SF makes it possible to accurately assess the stresses of its components under external hydrostatic pressure considering a large number of micro spheres. The results show excellent convergence of the stressed-strained state estimates with detailed estimations by FE models. With accurate data on the stressed-strained state of micro structure one can predict how the damage would develop and calculate the process to failure and full loss of buoyance.

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22

Demin, V. F., D. S. Shontayev, T. K. Balgabekov, A. D. Shontayev, and A. N. Kongkybayeva. "STRESSED-DEFORMED STATE OF THE BOUNDARY-CARBON ARRAY." Ugol', no. 05 (May 8, 2020): 63–67. http://dx.doi.org/10.18796/0041-5790-2020-5-63-67.

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23

Chekunaev, Nikolay I. "Steady-State Crack Propagation in Stressed Elastic Solid." Key Engineering Materials 462-463 (January 2011): 495–500. http://dx.doi.org/10.4028/www.scientific.net/kem.462-463.495.

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A crack, symmetrically propagating in elastic material, was considered as superposition of surface Rayleigh waves. The self-similar growth of face loaded crack was considered in detail. Exact expressions of deformation and stress fields in the crack’s surrounding were found and asymptotic behavior of stress near cracks’ tips was also obtained. A condition that determines the crack’s velocity of self-similar propagation was found.

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24

Vasilenko, A. T. "Nonaxisymmetric thermal stressed state of nonhomogeneous anisotropic cylinders." International Applied Mechanics 31, no. 11 (November 1995): 895–99. http://dx.doi.org/10.1007/bf00847428.

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25

Lodus, E. V. "The stressed state and stress relaxation in rocks." Soviet Mining Science 22, no. 2 (March 1986): 83–89. http://dx.doi.org/10.1007/bf02500793.

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26

Firsov, V. T., and G. M. Grechushkin. "Stressed state and workability of large pressed joints." Strength of Materials 22, no. 3 (March 1990): 409–15. http://dx.doi.org/10.1007/bf00768202.

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27

Sil'vestrov, V. V. "The stressed state near a microflaw cluster point." Journal of Applied Mathematics and Mechanics 59, no. 3 (January 1995): 475–84. http://dx.doi.org/10.1016/0021-8928(95)00055-t.

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28

Vasilenko, A. T., and Ya M. Grigorenko. "Stressed state of anisotropic shells in various formulations." Soviet Applied Mechanics 21, no. 4 (April 1985): 338–45. http://dx.doi.org/10.1007/bf00886580.

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29

Nakhalov, V. A. "Stressed state of a bimetallic thermal-expansion compensator." Strength of Materials 20, no. 8 (August 1988): 1115–20. http://dx.doi.org/10.1007/bf01528689.

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30

Sarchenko, V. I., V. V. Nakonechnyi, M. Ya Kodner, and V. A. Berman. "Stressed state of axially loaded turbine journal lips." Strength of Materials 20, no. 11 (November 1988): 1540–44. http://dx.doi.org/10.1007/bf01530163.

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31

Vagin, P. P., N. V. Ivanova, and G. A. Shinkarenko. "Stressed-strained state of flexible elastic multilayer shells." International Applied Mechanics 34, no. 8 (August 1998): 789–97. http://dx.doi.org/10.1007/bf02702136.

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32

Loshkarev, V. E., V. A. Plekhanov, and P. D. Khinskii. "Stressed state of heavy-duty rotors during quenching." Metal Science and Heat Treatment 27, no. 3 (March 1985): 197–201. http://dx.doi.org/10.1007/bf00699651.

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33

Samedov, A. М., V. V. Vapnichna, V. O. Shlapak, and O. M. Sidorov. "Stressed-deformed state of mountain rocks in elastic stage and between elasticity." Journal of Zhytomyr State Technological University. Series: Engineering 1, no. 2(80) (December 15, 2017): 181–88. http://dx.doi.org/10.26642/tn-2017-2(80)-181-188.

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34

TANAKA, Masatoshi, Akira TSUDA, Yoshishige IDA, Itsuko USHIJIMA, Shusaku TSUJIMARU, and Nobuyuki NAGASAKI. "State-Dependent Effects of β-Endorphin on Core Temperature in Stressed and Non-Stressed Rats." Japanese Journal of Pharmacology 39, no. 3 (1985): 395–96. http://dx.doi.org/10.1254/jjp.39.395.

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35

Bat'kov, Yu V., A. B. Glushak, B. L. Glushak, S. A. Novikov, and N. D. Fishman. "Study of the stressed state of shock-compressed solids by the method of principal stresses." Combustion, Explosion, and Shock Waves 31, no. 5 (September 1995): 605–11. http://dx.doi.org/10.1007/bf00743812.

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36

Aniskin, Nikolai A., and Nguyen Trong Chuc. "The thermal stress state arising in the contact area of mass concreteduring construction." Vestnik MGSU, no. 11 (November 2021): 1483–92. http://dx.doi.org/10.22227/1997-0935.2021.11.1483-1492.

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Introduction. The contact area of concrete gravity dams is of vital importance. Substantial temperature gradients and tensile stresses can arise in the process of concrete casting and thermal regime creation; they can cause thermal cracking. The practice of monitoring the construction and operation of concrete gravity dams has identified frequent vertical cracking along and across the dam axis, which can have an adverse impact on structural behaviour. Despite the large number of research works, some of which are mentioned in the work, the extent of influence of the modulus of elasticity in the bed on the thermally stressed state of mass concrete has yet to be fully resolved. The purpose of the research is to enhance the insight into the stress-strain state arising in the contact area of mass concrete and the bed, depending on its rigidity. Materials and methods. The research was conducted using the numerical finite element method and the MIDAS software package. Results. The influence of bed rigidity on the thermally stressed state arising in the contact area of mass concrete in the process of construction has been analyzed. Several options featuring different ratios between the modulus elasticity of the bed and mass concrete were considered in respect of a mass concrete structure made of vibrated and rolled concretes. Emerging stresses are compared. Mathematical expressions are obtained to project maximum tensile stresses occurring in the contact area. Conclusions. A more rigid bed rises maximum tensile temperature stresses, which increase the risk of thermal cracking. Research results can be used to predict maximum tensile stresses near the contact section of the mass concrete, whose dimensions are close to those of the structure under research.

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37

Cherdantsev, N. V. "Solution of the Problem of Crack Opening by Methane in the Extremely Stressed Zone of the Formation." Occupational Safety in Industry, no. 2 (February 2022): 13–19. http://dx.doi.org/10.24000/0409-2961-2022-2-13-19.

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The conditions were studied concerning the cracks opening by in-situ methane in the formation marginal zone during its transition to the maximum stressed state. The calculations are based on the joint use of the fundamental methods of deformable solids mechanics, statics of the flowing medium, and the concept of academician S.A. Khristianovich on the distribution of pressure of intra-layer methane during the movement of the mine face at a constant speed. The stress field of a coal-rock mass containing a seam with a weak interlayer and a working through it, was constructed within the framework of an elastic-plastic problem of the stressed state of a coal-rock mass. It is reduced to the integral equation of the second external boundary value problem of elasticity theory and solved by the boundary element method. The stress distribution in the extremely stressed zone of the formation is constructed by the method of characteristics known in the theory of differential equations. In the model of the ultimate stress state of a structurally homogeneous formation, the limiting zones are formed from the edge itself. In the formation with an unstable interlayer, the interlayer passes to the limiting state first, and at some distance from the edge, the formation itself. After that, the formation and the intermediate layer are deformed as integral whole. The cracks in the formation, which are its slip lines, open when the pressure of in-situ methane exceeds the stresses normal to the contour of the slip line. These stresses are related to the values of the principal stresses found from the solution of the boundary value problem. From this condition, the dimensions of the formation edge zone with free methane surfaces are determined.

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38

Chervyakov, N. O. "Evaluation of thermal stressed state in welded joint of alloy Inconel 690." Paton Welding Journal 2015, no. 11 (November 28, 2015): 48–51. http://dx.doi.org/10.15407/tpwj2015.11.06.

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39

Craciun, Eduard Marius, Adrian Carabineanu, and Niculae Peride. "Fracture Analysis of an Oblique Crack Propagation in a Pre-Stressed Glass-Epoxy Composite." Key Engineering Materials 385-387 (July 2008): 733–36. http://dx.doi.org/10.4028/www.scientific.net/kem.385-387.733.

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We consider a pre-stressed material containing an oblique crack of a length 2a situated in x1x3 plane. We supposed that the material is unbounded and the crack faces are acted by constant normal incremental stresses p. The initial applied stress ◦ is in direction of the crack. Our first aim is to determine the elastic state produced in the body using Guz’s representation theorem. Our second aim is to determine the critical values of the incremental stresses and the direction of crack propagation. To do this, we use Sih’s generalised fracture criterion for an orthotropic elastic composite. In the last part we find the critical values of the initial applied stress ◦ for which the phenomenon of resonance can appear in a pre-stressed Glass-Epoxy composite.

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40

Vishnevsky, L., and D. Luk. "Crash-stop of complex-geometry propellers: stressed-state specifics." Transactions of the Krylov State Research Centre 3, no. 389 (August 12, 2019): 57–62. http://dx.doi.org/10.24937/2542-2324-2019-3-389-57-62.

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41

Emelyanov, I. G., and A. V. Kuznetsov. "The stressed state of shell structures under local loads." Journal of Machinery Manufacture and Reliability 43, no. 1 (January 2014): 42–47. http://dx.doi.org/10.3103/s1052618814010051.

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42

Markov, A. V., and P. A. Semenyak. "CRACKING OF MONOLITHIC POLYCARBONATE SHEETS IN A STRESSED STATE." Fine Chemical Technologies 13, no. 3 (June 28, 2018): 72–78. http://dx.doi.org/10.32362/24106593-2018-13-3-72-78.

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The accelerated stress cracking of monolithic polycarbonate sheets was investigated. Cracking of polycarbonate organic glasses during operation leading to a drop in impact strength and transparency is their main disadvantage. The main role in the acceleration of the process of cracking is played by the stresses that arise when they are formed and mounted. The aim of this work was to investigate the dependence of the cracking start time on the stress applied to the sheet monolithic polycarbonate. This makes it possible to predict the lifetime of polycarbonate products. The experiments were carried out in air and in contact with an adsorption-active medium (a mixture of toluene and n-propanol). The stresses applied to the samples varied in the range from 25 to 55 MPa. It is shown that the dependence of the cracking start time of a polycarbonate on the applied stress can be described by Zhurkov exponential equation. The coefficients of this equation for the processes of cracking in air and in contact with the adsorption-active liquid are calculated. It is established that the activation energy of the polycarbonate cracking process (129.5 kJ/mol) is close in magnitude to the activation energy of the thermal-oxidative destruction (about 145-155 kJ/mol). In contact with the adsorption-active mixture of toluene (25% mass.) and n-propanol, the activation energy of the cracking is reduced to 98.5 kJ/mol. At the same time, the structural coefficient in the Zhurkov equation ("activation volume") increases from 1.45 to 2.45 nm3. The analysis of the obtained results made it possible to predict the lifetime of monolithic polycarbonate sheets and products made of them at various operating stresses

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43

Iskhakov, I., and Y. Ribakov. "Ultimate limit state of pre-stressed reinforced concrete elements." Materials & Design 75 (June 2015): 9–16. http://dx.doi.org/10.1016/j.matdes.2015.02.020.

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44

Pavlov, V. V. "Wing stressed state in the region of torque discontinuities." Russian Aeronautics (Iz VUZ) 52, no. 1 (March 2009): 110–13. http://dx.doi.org/10.3103/s106879980901019x.

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45

Nikolishin, M. M. "The stressed state of elastoplastic shells with nonthrough cracks." Journal of Soviet Mathematics 67, no. 2 (November 1993): 2959–63. http://dx.doi.org/10.1007/bf01095877.

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46

Klimova, E. N., M. A. V. Zubkhadzhiev, and K. Yu Dukaeva. "Phase transitions in a nonuniformly stressed state of matter." Bulletin of the Russian Academy of Sciences: Physics 76, no. 3 (March 2012): 317–20. http://dx.doi.org/10.3103/s106287381203015x.

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47

Vavilkin, N. M., and D. V. Bodrov. "Thermal and thermally stressed state of water-cooled mandrels." Russian Metallurgy (Metally) 2011, no. 1 (January 2011): 25–28. http://dx.doi.org/10.1134/s0036029511010162.

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48

Зернин, Михаил, and Mikhail Zernin. "STRESSED STATE IN ANTI-FRITICAL SLIDE BEARING WITH CRACK." Bulletin of Bryansk state technical university 2017, no. 2 (June 30, 2017): 93–103. http://dx.doi.org/10.12737/article_59353e299ca7c6.72125512.

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49

Морозов, Алексей, Aleksey Morozov, Владимир Гусев, and Vladimir Gusev. "Stressed state simulation of discrete abrasive disk cutting surface." Science intensive technologies in mechanical engineering 2, no. 10 (October 4, 2017): 18–23. http://dx.doi.org/10.12737/article_59d496ebddec57.65109772.

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Abstract:

Grinding disks with high frequency discretization of a cutting surface allow not only breaking a cutting process and de-creasing its thermal intensity, but decreasing a vibration level of a technological system which has a positive effect upon quality of a surface worked. But, for realization of intensive grinding modes these tools should possess a mechanical strength not only in the central hole, but that of a discrete cutting surface. In this connection in modern CAE-complex CosmosWorks a computer simulation of a stressed state of a cutting surface and a central hole of the grinding disk subjected to a high-frequency discretization is carried out. On the basis of the simulation results there is developed a durable tool allowing the fulfillment of discrete grinding in intensive modes.

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50

Rubtsov, A. V., P. A. Kulakov, Z. R. Mukhametzyanov, M. I. Bayazitov, K. S. Arkhipova, and I. K. Gimaltdinov. "Modeling a stressed-deformed state of a technological apparatus." Journal of Physics: Conference Series 1661 (November 2020): 012079. http://dx.doi.org/10.1088/1742-6596/1661/1/012079.

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