For a circular bar of perfectly plastic material and subjected to a cyclically variable torque and a constant axial force, the interaction (or generalized Bree) diagram is derived by a direct method in which Melan’s theorem is used to locate the nonratchetting load boundary.
Issue Section:
Brief Notes
1.
Kachanov, L. M., 1969, Fundamentals of the Theory of Plasticity, MIR Publishers, Moscow (English translation), p. 363.
2.
Ko¨nig, J. A., 1987, Shakedown of Elastic-Plastic Structures, PWN-Polish Scientific Publishers, Warsaw and Elsevier, Amsterdam.
3.
Lubliner, J., 1990, Plasticity Theory, Macmillan, New York, p. 345.
4.
Polizzotto
C.
1993
a, “On the Conditions to Prevent Plastic Shakedown of Structures: Part I:—Theory
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 60
, pp. 15
–19
.5.
Polizzotto
C.
1993
b, “On the Conditions to Prevent Plastic Shakedown of Structures: Part II—The Plastic Shakedown Limit Load
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 60
, pp. 20
–25
.6.
Polizzotto
C.
1993
c, “A Study on Plastic Shakedown of Structures: Part I—Basic Properties
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 60
, pp. 318
–323
.7.
Polizzotto
C.
1993
d, “A Study on on Plastic Shakedown of Structures: Part II—Theorems
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 60
, pp. 324
–330
.8.
Ponter
A. R. S.
Karadeniz
S.
1985
, “An Extended Shakedown Theory of Structures That Suffer Cyclic Thermal Loadings: Part 1—Theory
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 52
, pp. 877
–882
.
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