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Статті в журналах з теми "Complex stress state"

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Автор: Grafiati

Опубліковано: 30 травня 2022

Оновлено: 31 травня 2022

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1

Vasilenko, A. T. "Stress state of complex plates." International Applied Mechanics 33, no. 12 (December 1997): 990–95. http://dx.doi.org/10.1007/bf02700939.

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2

LUZGIN, L. A., H. SH GAZIZOV, and R. SH VALIEV. "STRESS-STRAIN STATE AXISYMMETRICAL DIE." Fundamental and Applied Problems of Engineering and Technology, no. 4 (2021): 118–23. http://dx.doi.org/10.33979/2073-7408-2021-348-4-118-123.

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Анотація:

The ways to increase strength and durability of axisymmetric pre-stressed multilayer cylinders were studied in this article. Cold forging dies for extrusion of complex shape parts is an example of such equipment. The process of complex shape part cold extrusion was modeled; the internal contact pressure along the interface between die and forged part is studied. In the result, the design procedure and specialized software were developed to allow automated design of complex multilayer equipment and structures. Several approaches and recommendations are proposed for multilayer cylinders design in order to increase it durability

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3

Wang, Tie-Jun. "Damage-based local stress criterion for crack initiation under complex stress state." International Journal of Fracture 55, no. 4 (June 1992): R61—R64. http://dx.doi.org/10.1007/bf00035196.

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4

Zavoichinskii, B. I., and E. B. Zavoichinskaya. "Micromechanics of metal failure in a complex stress state." Journal of Machinery Manufacture and Reliability 40, no. 2 (April 2011): 120–26. http://dx.doi.org/10.3103/s1052618811020208.

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5

Volkov, I. A., L. A. Igumnov, D. A. Kazakov, D. N. Shishulin, and I. V. Smetanin. "DEFINING RELATIONS OF TRANSIENT CREEP UNDER COMPLEX STRESS STATE." Problems of Strength and Plasticity 78, no. 4 (2016): 436–51. http://dx.doi.org/10.32326/1814-9146-2016-78-4-436-451.

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6

Mykhailovkyi, Denis. "Design conditions of timber strength under complex stress state." ScienceRise 9 (September 26, 2018): 30–33. http://dx.doi.org/10.15587/2313-8416.2018.143020.

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7

Tsybul’ko, A. E., and E. A. Romanenko. "Fatigue strength of materials in a complex stress state." Russian Engineering Research 30, no. 1 (January 2010): 23–25. http://dx.doi.org/10.3103/s1068798x10010065.

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8

Reznikova, N. P. "Swelling of a material in a complex stress state." Soviet Physics Journal 29, no. 1 (January 1986): 20–25. http://dx.doi.org/10.1007/bf00892547.

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9

Li, Hang Zhou, Hong Jian Liao, Bo Han, and Li Song. "A Nonlinear Constitutive Model for Soil under Complex Stress State." Key Engineering Materials 535-536 (January 2013): 561–64. http://dx.doi.org/10.4028/www.scientific.net/kem.535-536.561.

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It is fundamental to predict the stress-strain behavior of soils to control the stability of the geotechnical engineering. A Duncan-Chang constitutive model is analyzed and found that it ignores the effect of the intermediate principal stress. A unified strength theory is investigated and revised. The lode parameter is introduced into the unified strength theory. The unified friction angle and cohesion which may reflect the influence of the intermediate principal stress and verified by the polyaxial tests are obtained. The compressive strength revised from the unified strength theory is used to replace the Mohr-Coulomb criterion and introduced into the Duncan-Chang model. A modified constitutive model is proposed, which is verified by the plane strain tests. The result shows that the modified constitutive can reflect the effect of the intermediate principal stress, and the Duncan-Chang model is a special case of the modified model when b=0.

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10

Karev, V. I., D. M. Klimov, Yu F. Kovalenko, and K. B. Ustinov. "Fracture of sedimentary rocks under a complex triaxial stress state." Mechanics of Solids 51, no. 5 (September 2016): 522–26. http://dx.doi.org/10.3103/s0025654416050022.

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11

Petrenko, V. D., O. L. Tiutkin, I. O. Sviatko, and A. M. M. Alhdur. "COMPLEX ANALYSIS OF SUBGRADE STRESS-STRAIN STATE WITH COMBINED STRENGTHENING." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 1, no. 48 (March 27, 2017): 165–74. http://dx.doi.org/10.26906/znp.2017.48.790.

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Анотація:

The paper highlights combined techniques of strengthening that include geotextile laying as well as other related advanced technologies. Subgrade construction analysis and its modification, reinforced with the different types and options of combined strengthening were conducted. To justify strengthening of subgrade a series of numerical calculations were made. Simulation with software package SCAD has confirmed the experimental results. From obtained results one can conclude that minimum horizontal displacements are observed in the version with deepening of geotextile at 1m and vertical ones at 0.4 m. Based on simulation results it is possible to make recommendations concerning modernization of existing subgrade and construction of new one in complex engineering-geological conditions

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12

Santhanam, S., and M. C. Shaw. "Flow Characteristics for the Complex Stress State in Metal Cutting." CIRP Annals 34, no. 1 (1985): 109–11. http://dx.doi.org/10.1016/s0007-8506(07)61735-1.

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13

Vladimir, Smirnov, Ilya Tsukernikov, Igor Shubin, and Nina Umniakova. "Investigation of hysteresis friction in elements under complex stress state." Journal of the Acoustical Society of America 138, no. 3 (September 2015): 1921. http://dx.doi.org/10.1121/1.4934046.

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14

Łukaszewicz, Krzysztof. "Fatigue Life of Construction Elements in a Complex Stress State." Advances in Mechanical Engineering 6 (January 1, 2014): 585262. http://dx.doi.org/10.1155/2014/585262.

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Анотація:

This paper presents a method of assessing fatigue strength for a body in conditions of cyclical tension and torsion. The theoretical calculations have been conducted using the criterion of averaged structural microdamage resulting from local slips. The description of microdamages of such a body, in the view of the slip concept, was done by using a half-sphere with a unit radius, on the surface of which the location of all local physical planes and slip systems was determined employing three angles. A computer method was used to determine the slip boundaries in a complex stress state, analyzing the slip condition for all combinations of angles. Based on the calculated values of the microdamages' intensity function, the number of loading cycles until the moment of fracture initiation was estimated. Experimental verification of the suggested criterion was conducted using cylindrical smooth specimens, made of C45 steel. The tests of fatigue strength were made under conditions of a constant amplitude of zero-start pulsating loads.

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15

Mironov, V. A., O. E. Sof’in, and A. N. Gudii. "Strength and deformability of soils in a complex stress state." Soil Mechanics and Foundation Engineering 44, no. 4 (July 2007): 119–24. http://dx.doi.org/10.1007/s11204-007-0022-1.

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16

Khoroshun, L. P., and E. N. Shikula. "Nonlinear deformation of a particulate material in complex stress state." International Applied Mechanics 42, no. 3 (March 2006): 291–99. http://dx.doi.org/10.1007/s10778-006-0085-0.

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17

Yakovlyuk, A., and E. Meleshko. "Creep equations for a complex stress state and nonsteady loading." Strength of Materials 17, no. 9 (September 1985): 1202–7. http://dx.doi.org/10.1007/bf01529149.

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18

Grigorenko, A. Ya, S. A. Pankrat’ev, and S. N. Yaremchenko. "Analysis of the Stress–Strain State of Complex-Shaped Plates." International Applied Mechanics 54, no. 6 (November 2018): 695–701. http://dx.doi.org/10.1007/s10778-018-0924-9.

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19

Nazarov, V. V. "Selection of complex equivalent stress for two different variants of the plane stress state." Diagnostics, Resource and Mechanics of materials and structures, no. 2 (April 2021): 64–72. http://dx.doi.org/10.17804/2410-9908.2020.2.064-072.

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To describe the creep rupture process under complex stress, various equivalent stresses are considered. From them, the equivalent stress at which the total error of the difference between the experimental and theoretical values takes the smallest value among the considered equivalent stresses is selected. In this paper, three basic equivalent stresses are considered, as well as two complex equivalent stresses, which are a linear combination of the basic ones with one material parameter. The analysis of the total errors in the considered experimental data shows that, with the simultaneous effect of internal pressure and the axial force on the wall of tubular specimens (or biaxial tension of a plane element), a complex equivalent stress should be used in the form of a combination of the maximum normal stress and the Mises stress. For simultaneous torsion and tension of tubular specimens (or simultaneous tension and compression of a plane element), a complex equivalent stress should be used in the form of a combination of the maximum normal stress and the doubled maximum tangential stress.

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20

Nazarov, Vladlen. "Choice of complex equivalent stress for two different variants of the plane stress state." Procedia Structural Integrity 40 (2022): 348–53. http://dx.doi.org/10.1016/j.prostr.2022.04.046.

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21

Hauser, Matt R., Brent A. Couzens-Schultz, and Alvin W. Chan. "Estimating the influence of stress state on compaction behavior." GEOPHYSICS 79, no. 6 (November 1, 2014): D389—D398. http://dx.doi.org/10.1190/geo2014-0089.1.

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Relationships between the compaction state and effective stresses are the basis for most quantitative pore-pressure and stress estimates. Common practice uses only a single element of the stress tensor, the vertical stress, for these calculations; mean stress formulations also exist, although they are less widely applied. Using simple models and field data from two distinct stress regimes, we examined the validity and limitations of the vertical-stress approach as well as a mean-stress approach, showing that in complex stress settings, both can perform very poorly. We evaluated a method for incorporating shear stresses into compaction relations by using state boundary surface (SBS) formulations from soil mechanics and demonstrated how the resulting model may be calibrated and applied to field data. This approach was found to perform much better in the complex stress environment, providing more stable calibration behavior and more reliably extrapolating to stress states beyond those present in the calibration data. Although vertical and mean stress compaction models may work well in simple stress environments, we discovered that incorporation of shear stress is necessary for models in complex stress settings. Although the addition of shear stress significantly improves agreement with field data, it also increases the complexity of the model as well as the requirements for calibration data. We therefore evaluated the settings in which each of these three approaches — vertical stress, mean stress, and SBS — may be most appropriate.

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22

Adachi, T., M. Tanaka, and Y. Tomita. "Uniform Stress State in Bone Structure With Residual Stress." Journal of Biomechanical Engineering 120, no. 3 (June 1, 1998): 342–47. http://dx.doi.org/10.1115/1.2798000.

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Residual stress and strain in living tissues have been investigated from the viewpoint of mechanical optimality maintained by adaptive remodeling. In this study, the residual stresses in the cortical-cancellous bone complex of bovine coccygeal vertebrae were examined. Biaxial strain gages were bonded onto the cortical surface, so that the gage axes were aligned in the cephalocaudal and circumferential directions. Strains induced by removal of the end-plate and the cancellous bone were recorded sequentially. The results revealed the existence of compressive residual stress in the cortical bone and tensile residual stress in the cancellous bone in both the cephalocaudal and the circumferential direction. The observed strains were examined on the basis of the uniform stress hypothesis using a three-bar model for the cephalocaudal direction and a three-layered cylinder model for the circumferential direction. In this model study, the magnitude of effective stresses, which is defined as the macroscopic stress divided by the area fraction of bone material, was found not to differ significantly between cephalocaudal and circumferential directions, although they were evaluated using independent models. These results demonstrate that the uniform stress state of the cortical-cancellous bone structure is consistent with results obtained in the cutting experiment when the existence of residual stress is taken into account.

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23

Zavoichinskaya, E. B. "On the Theory of Stage-by-Stage Fatigue Failure of Metals upon a Complex Stress State." Journal of Machinery Manufacture and Reliability 47, no. 1 (January 2018): 72–80. http://dx.doi.org/10.3103/s1052618818010156.

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24

Lokoshchenko, A. M. "Long-term strength of metals in complex stress state (a survey)." Mechanics of Solids 47, no. 3 (May 2012): 357–72. http://dx.doi.org/10.3103/s0025654412030090.

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25

Krantovska, Olena, Mykola Petrov, Liubov Ksonshkevych, Matija Orešković, Sergii Synii, and Nelli Іsmailovа. "Numerical simulation of the stress-strain state of complex-reinforced elements." Tehnički glasnik 13, no. 2 (June 17, 2019): 110–15. http://dx.doi.org/10.31803/tg-20190417112619.

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Анотація:

The article describes a developed technique of a numerical simulation of the stress-strain state of complex-reinforced elements, which allows you to create models of double-span continuous. The performed experimental and theoretical studies allowed us to carry out the testing of the developed design model and to justify the reliability of the proposed numerical simulation methodology. The results of the experimental studies were compared with those of the theoretical studies. The theoretical calculus algorithm was developed by using the finite element method. Theoretical calculations were performed by using the mathematical-graphical environment software system LIRA-SOFT and the mathematical and computer program MATLAB. On the basis of the experimental research, the iso-fields of displacements and stresses in the materials of an eccentrically compressed beam with a small bend of the slab were constructed, which collapse behind the inclined narrow strip of concrete and displacements and stresses in the materials of the eccentrically stretched beam, which is destroyed due to the yield of the upper mounting armature.

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26

Qian, Guo Ping, Shuai Li, and Li Jun Jiang. "Dynamic Mechanical Response Validation of Pavement Structural under Complex Stress State." Advanced Materials Research 163-167 (December 2010): 1645–50. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1645.

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Анотація:

Under the heavy traffic, the stress state of asphalt pavement structure has such a complex change that it is difficult for conventional pavement structural response calculation model to deal with. Therefore, "Pavement structure dynamic mechanical response model under complex stress condition" is established in this paper. Kinds of cases are calculated according to the characteristics of heavy vehicle. Then the FWD deflection test and dynamic strain test are carried out. Finally, the rationality of pavement structural response model calculation model is proved by comparing the test results with the theoretical model calculation results.

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27

Łagoda, Tadeusz, Grzegorz Robak, and Jacek Słowik. "Fatigue life of steel notched elements including the complex stress state." Materials & Design 51 (October 2013): 935–42. http://dx.doi.org/10.1016/j.matdes.2013.04.087.

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28

Plewa, M., and W. Osipiuk. "Creep of tubular test pieces in a complex state of stress." International Journal of Pressure Vessels and Piping 75, no. 1 (January 1998): 63–66. http://dx.doi.org/10.1016/s0308-0161(98)00021-0.

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29

Moreva, Yuliya, Andrey Varlamov, and Yuliya Novoselova. "The theory of degradation for polymer concrete in complex stress state." E3S Web of Conferences 135 (2019): 01054. http://dx.doi.org/10.1051/e3sconf/201913501054.

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Анотація:

The article discusses the features of the application of the theory of degradation to the work of an integrated structure operating in a complex stress state. The analysis of the work of an integrated structure consisting of a steel shell filled with concrete (core structure). Based on the analysis of the construction work, we obtained the relations connecting the deformations of the steel shell and the polymer concrete core of the complex structure. The obtained relations made it possible to apply the diagrams of concrete work for uniaxial compression to analyze the possibility of using concrete as a core of an integrated structure. Experimental studies of the polymer concrete core of the structure were conducted. In total, ten concrete compositions were made and investigated. The compositions of concrete differed in cementitious: cement and polyester resin. As a filler used sand, gravel, ground clay, marble flour, soda and fine mineral fibers. Samples were tested for central and eccentric compression. During the tests used the methods used in testing cement concrete. As a result of the tests, complete schedules of the work of materials for uniaxial compression were obtained. The analysis of the energy characteristics of concrete schedules based on the theory of degradation is carried out. As a result of the discussion of the results obtained, conclusions are drawn about the possibility of using polymer concrete as the supporting core of an integrated structure with an external steel shell.

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30

Tong, Shaokai, and Deli Gao. "Elastic–Plastic Limit Load of Coiled Tubing Under Complex Stress State." Arabian Journal for Science and Engineering 43, no. 11 (July 2, 2018): 6595–607. http://dx.doi.org/10.1007/s13369-018-3410-0.

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31

Balan, T. A. "Governing relations for structurally nonuniform materials in a complex stress state." Strength of Materials 18, no. 10 (October 1986): 1351–57. http://dx.doi.org/10.1007/bf01523266.

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32

Grigorenko, A. Ya, and S. A. Pankrat’ev. "Stress–Strain State of Complex-Shaped Orthotropic Plates Under Variable Load." International Applied Mechanics 54, no. 4 (July 2018): 411–17. http://dx.doi.org/10.1007/s10778-018-0894-y.

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33

Golub, V. P., and V. I. Krizhanovskii. "Evaluating the limiting state of materials with asymmetric cyclic loading and a complex stress state." International Applied Mechanics 31, no. 2 (February 1995): 139–48. http://dx.doi.org/10.1007/bf00846766.

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34

Lamashevskii, V. P., and V. I. Popelyukh. "Experimental study of the limiting yield state of steel St3 in a complex stress state with a nonuniform principal-stress distribution." Strength of Materials 17, no. 4 (April 1985): 505–7. http://dx.doi.org/10.1007/bf01533950.

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35

Halyna, Kozbur. "Method of Predicting Necking True Stress in a Thin-Walled Tube Under a Complex Stress State." Strojnícky časopis - Journal of Mechanical Engineering 70, no. 2 (November 1, 2020): 101–16. http://dx.doi.org/10.2478/scjme-2020-0024.

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Анотація:

AbstractMethod of predicting the strength of thin-walled tubes under a complex stress state, taking into account changes in the initial dimensions, is proposed. Uniform plastic deformation of a thin-walled tube under short-term static load by internal pressure and axial tension is considered. The tube material is considered to be homogeneous, isotropic and incompressible. The principle of maximum load is used to derive analytical dependences. The main decisions and conclusions were made using the Considere scheme.

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36

Sergey B. Kosytsyn and Vladimir Y. Akulich. "Stress-Strain State of a Cylindrical Shell of a Tunnel Using Construction Stage Analysis." Communications - Scientific letters of the University of Zilina 21, no. 3 (August 15, 2019): 72–76. http://dx.doi.org/10.26552/com.c.2019.3.72-76.

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Анотація:

The work is aimed at research of the stress-strain state of a cylindrical shell of a tunnel using the non-linear static analysis and construction stage analysis. Research is carried out on the example of determining the stress-strain state of the tubing (shells) of the main line tunnel, constructed using a tunnel powered complex (slurry shield). Based on obtained results, a comparative analysis of the computational models with the corresponding conclusions is presented.

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37

Wang, Zhi Jie, Ya Sheng Luo, and Hong Guo. "Effects of Complex Initial Stress State Parameters on Dynamic Shear Modulus of Loess." Advanced Materials Research 243-249 (May 2011): 2601–6. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2601.

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The foundation soil of the buildings and structures is often in complex initial stress states. The dynamic torsional shear triaxial tests are carried out on undisturbed and remodeling loess under different complex initial stress states by using the remolded DTC-199 torsional cyclic load triaxial apparatus, and the effects of each complex initial stress state parameter on dynamic shear modulus of loess are discussed. Results show that, other conditions being the same, the influence of angles of initial principal stressα0on dynamic shear modulusGdof loess show a trend of the biggerα0is, the smallerGdis. The effect laws of efficient of initial intermediate principal stressb0onGdof loess are not obvious. When the dynamic shear strain is larger, the bigger initial deviator stress ratioη0is, the smallerGdof loess is. The influence of initial average principal stresspm0on loess is significant. The biggerpm0is, the biggerGdof loess is.Gdof undisturbed loess is greater than that of remodeling loess under the complex initial stress states.

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38

Мазур, Владислав Александрович. "Investigation of stress-strained state of complex parts after plasma surface hardening." Technology audit and production reserves 3, no. 1(23) (May 28, 2015): 47. http://dx.doi.org/10.15587/2312-8372.2015.44374.

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39

Dobrovolsky, D. S. "Modeling of Crack Resistance of Structural Elements at Complex Nominal Stress State." Bulletin of Kalashnikov ISTU 20, no. 3 (October 6, 2017): 10. http://dx.doi.org/10.22213/2413-1172-2017-3-10-12.

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Анотація:

На основе разработанного критерия разрушения и сформулированного понятия эквивалентности механических состояний предложен метод моделирования трещиностойкости элементов конструкций при сложном номинальном напряженном состоянии по характеристикам трещиностойкости моделей при одноосном номинальном нагружении. Использование метода показано на примерах моделирования трещиностойкости валов при различных вариантах сочетаний изгиба с вращением и кручения по экспериментальным характеристикам трещиностойкости моделей в условиях изгиба с вращением.

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40

PHILIPPIDIS, T., and A. VASSILOPOULOS. "Complex stress state effect on fatigue life of GRP laminates.part I, experimental." International Journal of Fatigue 24, no. 8 (August 2002): 813–23. http://dx.doi.org/10.1016/s0142-1123(02)00003-8.

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41

Grebennikova, Natal'ya, Pavel Kuprienko, S. Nikolenko, and Svetlana Sazonova. "MODELING OF COMPLEX STRESS-STRAIN STATE AND TECHNICAL DIAGNOSTICS OF BRICK BUILDINGS." Modeling of systems and processes 13, no. 2 (September 21, 2020): 4–11. http://dx.doi.org/10.12737/2219-0767-2020-13-2-4-11.

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In carrying out research on the technical condition of brick buildings, there is a need to study the strength of load-bearing walls. The paper presents the results of determining the strength of silicate brick by a non-destructive diagnostic method, using the ONIX-2.6 shock impulse control device of bricks. Calculation results are presented to determine the cause of cracking in brick walls. Verification calculations of building constructions were performed by the finite element method using the NormFEM application of the licensed version of the NormCAD software package.

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42

Tong, Shaokai, and Deli Gao. "Elastic-plastic collapse limit analysis of coiled tubing under complex stress state." Journal of Petroleum Science and Engineering 174 (March 2019): 106–14. http://dx.doi.org/10.1016/j.petrol.2018.11.018.

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