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Plastic straining and carrying capacities of metal structures

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References

  1. L. G. Afendik, “Some cases of elastic-plastic straining in plastics,” Nauchn. zap. Dnepropetr. gos. un-ta, vol. 25, 1941.

  2. L. H. Afendyk, “Residual stresses and strains in a cylindrical pipe under high internal pressure,” DAN URSR, no. 3, 1947.

  3. L. G. Afendik, “Residual stresses and strains in thick-walled cylindrical pipes of hardening material,” Nauchn. zap. L'vovsk. politekhn. in-ta, seriya inzh.-stroit., no. 1, 1949.

  4. N. A. Belyakova, “A study of the work of a very simple girder cage beyond the elastic strain limit,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 21, 1951.

  5. N. A. Belyakova, “Determining the carrying capacity of a beam on elastic supports by the method of limiting equilibrium,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 28, 1958.

  6. A. M. Vasylenko, “The safety margins of ship hull elements and their calculation beyond critical loads,” collection: Papers from the Institute of Structural Mechanics AS UkrSSR, No. 10 [in Ukrainian], Vyd-vo VUAN, Kiev, 1935.

    Google Scholar 

  7. V. V. Vasyl'ev, “The axisymmetric elastic-plastic state of a shell of revolution,” Prykladna mekhanika, vol. 7, no. 3, 1961.

  8. V. V. Vasyl'ev, “Design of a spherical shell with nipple beyond the elastic limit,” Prykladna mekhanika, vol. 8, no. 2, 1962.

  9. V. V. Vasil'ev, “The bending of a rectangular plate beyond the elastic limit,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 3, no. 2, 1967.

  10. V. V. Vasil'ev and I. S. Chernyshenko, “The elastic-plastic state of a structure consisting of a spherical and a toroidal shell,” Prikladnaya mekhanika, vol. 1, no. 4, 1965.

  11. V. G. Vasil'ev, “Static deflections in rod systems beyond the elastic limit,” Trudy Khar'kovsk. inta inzh. zhel.-dor. transporta, no. 26, 1956.

  12. A. I. Vinogradov, “The determination of elastic-plastic displacements in rod systems,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 26, 1956.

  13. A. I. Vinogradov, “The determination of elastic-plastic displacements in rods of varying cross section,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor transporta, no. 40, 1961.

  14. O. I. Vynogradov and V. H. Vasyl'ev, “Determining displacements in shell and double-T rod systems beyond the elastic limit,” Prykladna mekhanika, vol. 3, no. 4, 1957.

  15. A. I. Vinogradov and S. P. Fesik, “Some problems of elastic-plastic bending,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 40, 1961.

  16. B. N. Gorbunov and S. A. Pal'chevskii, “Designing beams to withstand oblique bending with allowance for plastic straining,” Stroitel'naya promyshlennost, no. 9, 1939.

  17. I. V. Davidov, “Some problems of shell calculation on the basis of the limit state,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 2, 1949.

  18. I. V. Davidov, “Determining the limiting vertical load for multispan multilevel frames,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 5, 1957.

  19. I. V. Davidov, “Bending of beams in the elastic-plastic stage on an elastic foundation,” Trudy Khar; kovsk. in-ta inzh. zhel.-dor. transporta, no. 8, 1958.

  20. I. V. Davidov, “Approximate design of thin-walled rod frames for profiles characterized by low rigidity in free torsion,” collection: Papers from the Khar'kov Aviation Institute, No. 6 [in Russian], 1966.

  21. N. D. Zhudin, “Design of steel structures with allowance for plastic straining,” collection: Papers from the Kiev Civil Engineering Institute, No. 2 [in Russian], GNTI Ukrainy, 1935.

  22. N. D. Zhudin, Plastic Strains in Steel Structures, Part I. Principles of Calculation [in Ukrainian], Vyd-vo VUAN, Kiev, 1935.

    Google Scholar 

  23. N. D. Zhudin, Plastic Strains in Steel Structures, Part II. Steels Without a Flow Area [in Ukrainian], Vyd-vo AN URSR, Kiev, 1936.

    Google Scholar 

  24. N. D. Zhudin, “The carrying capacities of steel beams under repeated loading,” collection: Papers from the Institute of Structural Mechanics AS UkrSSR, No. 14 [in Russian], 1950.

  25. N. D. Zhudin, “Straining of solid steel beams in the elastic-plastic stage under a dynamic load,” collection: Papers from the Institute of Structural Mechanics AS UkrSSR, no. 17 [in Russian], 1952.

  26. N. D. Zhudin, “The work of solid steel beams in the elastic-plastic stage under variable repeated and dynamic loads,” collection: Papers from the Institute of Structural Mechanics AS UkrSSR, No. 19 [in Russian], 1954.

  27. N. D. Zhudin and A. I. Strel'bitskaya, Plastic Strains in Steel Structures. Experimental Studies of the Flow Limit in Bending [in Ukrainian], Vyd-vo AN URSR, Kiev, 1939.

    Google Scholar 

  28. V. K. Zolotukhin, “Determining the shearing forces in a thin-walled cylindrical beam with operation of the longitudinal elements in the elastic-plastic range,” Trudy Khar'kovsk. aviats. in-ta, no. 18, 1941.

  29. B. S. Koval'skii, “The elastic-plastic bending of a beam on an elastic foundation,” DAN SSSR, vol. 77, no. 2, 1951.

  30. V. O. Kolgadin, “Determining the strains of a double-T rod in elastic-plastic constrained torsion,” Prykladna mekhanika, vol. 9, no. 2, 1963.

  31. V. O. Kolgadin, “The elastic-plastic strains of a thin-walled rod in biaxial bending with torsion,” Prykladna mekhanika, vol. 10, no. 1, 1964.

  32. V. A. Kolgadin, “Determining the strains of a double-T rod in bending beyond the elastic limit,” Prikladnaya mekhanika, vol. 1, no. 10, 1965.

  33. V. A. Kolgadin and A. I. Strel'bitskaya, “The elastic-plastic states of rectangular plates in bending by a transverse load,” collection: Proceedings of the Sixth All-Union Conference on the Theory of Shells and Plates (Baku, 1966) [in Russian], Moscow, Izd-vo Nauka, 1966.

    Google Scholar 

  34. L. O. Kolesnykov, “A method for investigating the large stresses of a rod in the elastic-plastic state,” Prykladna mekhanika, vol. 4, no. 3, 1958.

  35. L. A. Kolesnikov, “Constructing a diagram of the limiting bending moments for the calculation of continuous thin-walled framed rods,” Izv. vuzov, seriya aviats. tekhn., no. 2, 1961.

  36. L. A. Kolesnikov, “An experimental study of thin-walled structures in limit states,” collection: Theory of Shells and Plates. Proceedings of the Fourth All-Union Conference on the Theory of Shells and Plates (Erevan, 1962) [in Russian], Izd-vo AN ArmSSR, 1964.

  37. S. D. Kudryavtsev, “Oblique plastic bending of thin-walled rods with extended compressed zone,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 2, no. 10, 1966.

  38. A. I. Kuzin, “Comparison of methods for allowing for the effect of a complex stress state on the carrying capacities of steel beams,” Trudy Gor'kovsk. inzh.-stroit. in-ta, no. 45, 1964.

  39. L. P. Kunitskii, “The carrying capacities of steel beams of varying cross section with allowance for transverse forces,” collection: Papers from the Kiev Civil Engineering Institute, No. 12 [in Russian], Gosstroiizdat, Kiev, 1959.

    Google Scholar 

  40. L. P. Kunitskii, “The carrying capacities of steel beams under dynamic loads with allowance for transverse forces,” collection: Strength of Materials and Theory of Buildings, No. 2 [in Russian], Izd-vo Budivel'nyk, Kiev, 1965.

    Google Scholar 

  41. N. A. Lebedinets, “The study and calculation of hingeless steel arches in the limit state,” collection: Papers from the Leningrad Institute of Rail Transport Engineers, No. 158 [in Russian], Transzheldorizdat, 1958.

  42. N. A. Lebedinets, “Determination of the elastic-plastic strains of hingeless arches,” collection: Strength of Materials and Theory of Buildings, No. 1 [in Russian], Izd-vo Budivel'nyk, Kiev, 1965.

    Google Scholar 

  43. S. D. Leites, “Cylindrical bending of steel plates with fastened edges,” collection: Materials on Steel Structures, No. 3 [in Russian], 1958.

  44. S. D. Leites, “The elastic-plastic bending of a beam of rectangular cross section,” Izv. AN SSSR, OTN, Mekhanika i mashinostroenie, no. 6, 1961.

  45. S. D. Leites, “Elastic and elastic-plastic bending of long rectangular plates with fastened edges,” collection: Calculation of Three-Dimensional Structures, No. 8 [in Russian], Gosstroiizdat, Moscow, 1962.

    Google Scholar 

  46. S. I. Matoshko, “Elastic-plastic bending of rigid plates under a transverse load,” Prikladnaya mekhanika, vol. 1, no. 9, 1965.

  47. S. I. Matoshko, “The carrying capacity of plates in bending,” Prikladnaya mekhanika, vol. 1, no. 11, 1965.

  48. S. A. Pal'chevs'kyy, Plastic Strains in Steel Structures. Calculation Methods [in Ukrainian], Vyd-vo AN URSR, Kiev, 1940.

    Google Scholar 

  49. S. A. Pal'chevskii, “Determining the carrying capacities of steel rods for certain complex stress states,” in: Collected Papers from the Kiev Civil Engineering Institute, No. 8 [in Russian], 1948.

  50. E. O. Paton and B. N. Gorbunov, “The strength of welded beams during plastic straining under repeated loads,” Stroitel'naya promyshlennost, no. 9, 1934.

  51. F. A. Pivnev, “A study of the work of two-hinge steel arches beyond their elastic limits,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 21, 1951.

  52. F. A. Pivnev, “A method for determining deflections in the elastic-plastic stage of operation of two hinge steel arches,” Trudy Khar'kovsk. in-ta inzh. zhel.-dor. transporta, no. 28, 1958.

  53. F. A. Pivnev, “An experimental study of the carrying capacities and straining of two-hinge arches protected from stability loss,” Nauchnye doklady Vysshey shkoly, No. 3 (Stroitel'stvo), 1958.

  54. G. M. Pinsker, “The carrying capacities of thin-walled rod frames under loads outside the plane of the frame,” Promyshlennoe stroitel'stvo i inzhenernye sooruzheniya, no. 2, 1964.

  55. G. M. Pynsker, “The effect of eccentric load application on the critical load of a frame,” Prykladna mekhanika, vol. 10, no. 3, 1964.

  56. V. L. Sakhnenko, “Strains and residual stresses in plastic bending,” collection: Papers from the Institute of Structural Mechanics AS UkrSSR, No. 10 [in Russian], 1949.

  57. V. L. Sakhnenko, Cold Bending and Straightening of Metal Shapes [in Russian], Mashgiz, Kiev-Moscow, 1951.

    Google Scholar 

  58. V. S. Svida, “Plastic bending of a curved bar,” Vestnik inzhenerov i tekhnikov, no. 7, 1937; no. 4, 1938.

  59. V. S. Svida, “The design of elastic arches with allowance for plastic strains,” Vestnik inzhenerov i tekhnikov, no. 8, 1939.

  60. V. S. Svida, “Certain cases of plastic bending of beams in which the solution cannot be obtained in terms of elementary functions,” Inzhenernyi sbornik, vol. 1, no. 2, 1941.

  61. H. P. Sleptsova, “Plastic straining of a circular membrane under a static load,” DAN URSR, no. 6, 1955.

  62. O. I. Strel'byts'ka, The Design of Simple Frames Subject to Plastic Straining [in Ukrainian], Vyd-vo AN URSR, Kiev, 1937.

    Google Scholar 

  63. A. I. Strel'bitskaya, “Residual stresses in steel beams in transverse bending,” Inzhenernyi sbornik, vol. 5, no. 2, 1949.

  64. A. I. Strel'bitskaya, “An experimental study of the torsion of thin-walled beams beyond the elastic limit,” Inzhenernyi sbornik, vol. 13, 1952.

  65. A. I. Strel'bitskaya, A Study of the Strength of Thin-Walled Rods Beyond the Elastic Limit [in Russian], Izd-vo AN UkrSSR, Kiev, 1958.

    Google Scholar 

  66. A. I. Strel'bitskaya, The Limiting States of Thin-Walled Rod Frames in Bending with Torsion [in Russian], Izd-vo Naukova dumka, Kiev, 1964.

    Google Scholar 

  67. A. I. Strel'bitskaya “Studies on the bending of plates beyond the elastic limit (a survey),” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 2, no. 12, 1966.

  68. O. I. Strel'byts'ka, Yu. L. Biryukovich, and E. O. Pryadko, “An experimental study of the oblique elastic-plastic bending of thin-walled beams,” Prykladna mekhanika, vol. 6, no. 3, 1960.

  69. O. I. Strel'byts'ka, E. O. Pryadko, and G. I. Evseenko, “Bending-and-torsion tests of thin-walled channel bars in the elastic-plastic stage,” Prykladna mekhanika, vol. 10, no. 3, 1964.

  70. A. I. Strel'bitskaya and G. I. Evseenko, “An experimental study of biaxial plastic bending and torsion of thin-walled rods,” Prikladnaya mekhanika, vol. 1, no. 9, 1965.

  71. A. I. Strel'bitskaya, V. A. Kolgadin, G. I. Evseenko, and R. I. Rybakova, “The plastic states of rectangular plates bent by a concentrated load,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 2, no. 5, 1966.

  72. A. I. Strel'bitskaya and V. A. Kolgadin, “The elastic-plastic equilibrium of plates acted on by concentrated forces,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 3, no. 3, 1967.

  73. Yu. N. Tikhenko, “Allowance for plastic straining in the bending of double-T beams,” Scientific Communications from the Southern Railways Scientific Research Institute [in Russian], Gosstrolizdat, Khar'kov, 1955.

    Google Scholar 

  74. V. V. Trofimovich, “The design of truss beams on the basis of the limiting state under static and dynamic loads,” collection: Papers from the Institute of Mechanics AS UkrSSR, No. 19 [in Russian], 1954.

  75. V. V. Trofimovich, “The operation of truss beams in the elastic-plastic stage under static and dynamic loads,” collection: Papers from the Institute of Structural Mechanics AS UkrSSR, No. 21 [in Russian], 1956.

  76. V. V. Trofymovich, “Straining of multipanel truss systems in the limit state,” Prykladna mekhanika, vol. 4, no. 1, 1958.

  77. V. V. Trofymovich, “The design of four-panel truss beams in the limit state under static and dynamic loads,” Prykladna mekhanika, vol. 6, no. 2, 1960.

  78. G. K. Khilobok, “The experimental investigation of plastic straining in steel beams,” Vestnik inzhenerov i tekhnikov, no. 1, 1939.

  79. I. Yu. Khoma, “The equations of mildly sloping elastic-plastic shells,” Prykladna mekhanika, vol. 10, no. 1, 1964.

  80. I. Yu. Khoma, “The elastic-plastic problem for a mildly sloping spherical shell,” Prykladna mekhanika, vol. 10, no. 2, 1964.

  81. I. Yu. Khoma, “The elastic-plastic problem of stresses near a circular hole,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 3, no. 2, 1967.

  82. E. R. Chernaya, “A study of the straining of thin-walled rods in oblique bending with torsion beyond the elastic limit,” Prikladnaya mekhanika, vol. 1, no. 11, 1965.

  83. E. R. Chorna and M. L. Chernov, “Studies of the straining of thin-walled rods in oblique bending beyond the elastic limit,” Prykladna mekhanika, vol. 10, no. 5, 1964.

  84. M. L. Chernov, “The carrying capacities of steel beams under a dynamic load in the form of a system of interrelated forces,” Prykladna mekhanika, vol. 2, no. 4, 1956.

  85. M. L. Chernov, “Straining of steel beams beyond the elastic limit under a dynamic system of forces,” Prykladna mekhanika, vol. 3, no. 4, 1957.

  86. M. L. Chernov, “The effect of load motion on the straining of steel beams beyond the elastic limit,” Prykladna mekhanika, vol. 10, no. 1, 1964.

  87. N. L. Chernov and E. R. Chernaya, “An experimental study of the work of thin-walled rods in biaxial bending with torsion under a dynamic load beyond the elastic limit,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 2, no. 2, 1966.

  88. N. L. Chernov, “A machine for bending tests under dynamic loads,” collection: Building Structures, No. 3 [in Russian], Izd-vo Budivel'nyk, Kiev, 1965.

    Google Scholar 

  89. N. L. Chernov, “Determining displacements in solid steel beams with allowance for additional flow zones due to a dynamic load,” collection: Strength of Materials and Theory of Buildings [in Ukrainian], Vyd-vo Budivel'nyk, Kiev, 1966.

    Google Scholar 

  90. N. L. Chernov, “The elastic-plastic displacements of I-beams under dynamic loads,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 3, no. 8, 1967.

  91. I. S. Chernyshenko, “The axisymmetric elastic-plastic state of a hole-weakened spherical shell with finite deflections,” collection: Proceedings of the Sixth All-Union Conference on the Theory of Shells and Plates [in Russian], Izd-vo Nauka, Moscow, 1966.

    Google Scholar 

  92. I. S. Chernyshenko, “Elastic-plastic equilibrium of shells of revolution with finite deflections,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 2, no. 9, 1966.

  93. O. M. Shabliy, “The elastic-plastic state of a circular plate reinforced by a concentric stiffening rib,” collection: Papers by Graduate Students of the Mechanics-Mathematics and Physics Departments of L'vov State University, No. 1 [in Ukrainian], 1961.

  94. O. M. Shabliy, “The carrying capacity of a mildly sloping spherical shell reinforced by an annular rib,” Prykladna mekhanika, vol. 8, no. 2, 1962.

  95. O. N. Shablii, “The carrying capacity of a mildly sloping spherical shell fastened along its contour,” Prikladnaya mekhanika, vol. 1, no. 11, 1965.

  96. O. N. Shablii and P. F. Kupriichuk, “Determining the carrying capacities of mildly sloping shells of revolution,” Prikladnaya mekhanika [Soviet Applied Mechanics], vol. 2, no. 7, 1966.

  97. M. Ya. Shepel's'kyy, “A study of the work of asymmetrically reinforced steel I-beams flexed beyond the elastic limit,” collection: Papers from the Khar'kov Institute of Communal Building Engineers, No. 8 [in Ukrainian], 1958.

  98. M. Ya. Shepel's'kyy, “A study of the elastic-plastic processes in symmetrically and asymmetrically reinforced beams,” collection: Papers from the Khar'kov Institute of Communal Building Engineers, No. 8 [in Ukrainian], 1958.

  99. A. I. Yatsyuk, “Determining the residual axial stresses which arise in steel during lathe turning,” Prykladna mekhanika, vol. 2, no. 4, 1956.

  100. A. I. Yatsyuk, “A new method of determining residual axial stresses,” Nauchn. zap. In-ta mashinovedeniya i avtomatiki AN UkrSSR, no. 5, 1957.

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  1. Institute of Mechanics AS UkrSSR, Kiev

    A. I. Strel'bitskaya

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Prikladnaya Mekhanika, Vol. 3, No. 10, pp. 100–108, 1967

Studies on the stability of structures beyond the elastic limit have not been included in this survey.

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Strel'bitskaya, A.I. Plastic straining and carrying capacities of metal structures. Soviet Applied Mechanics 3, 70–75 (1967). https://doi.org/10.1007/BF00886537

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