2011
DOI: 10.1111/j.1475-1305.2011.00821.x
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Accumulation of Damage in A336 GR5 Structural Steel Subject to Complex Stress Loading

Abstract: Changes in the mechanical characteristics of the structural steel because of fatigue damage accumulation are investigated in this article. Cyclic loading was performed in a complex stress state. Tubular specimens were loaded by axial force and torque, with loading performed along proportional and non‐proportional paths in the strain space. Material characteristics in the form of the stress–strain curve and yield surface were determined in the ‘as received’ state and after cyclic loading. It was found that accu… Show more

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Cited by 9 publications
(5 citation statements)
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“…49,50 A336 GR 5 can also be found to be applicable in the same domain. 51 The specimens were all fatigued under stress controlled fully reversed (R ¼ À1) tension compression loading, at 20 Hz in room temperature (21 C). Each type of material was tested under the two-stage block loading sequences of high-low and lowhigh.…”
Section: Hm A387 Gr 22 and A336 Grmentioning
confidence: 99%
“…49,50 A336 GR 5 can also be found to be applicable in the same domain. 51 The specimens were all fatigued under stress controlled fully reversed (R ¼ À1) tension compression loading, at 20 Hz in room temperature (21 C). Each type of material was tested under the two-stage block loading sequences of high-low and lowhigh.…”
Section: Hm A387 Gr 22 and A336 Grmentioning
confidence: 99%
“…This may be a complex, time consuming, and expensive task. The experimental procedure used for calibration of strainhardening model was described, for example, in [11]. In this case, complex stress was obtained as a result of simultaneous loading of tubular, thin walled specimens by axial load and torque.…”
Section: Influence Of the Stress State On Ductilitymentioning
confidence: 99%
“…A good example of successful definition and use of such parameter was presented in series papers [2,3,4]…”
Section: Relative Damage Indicatorsmentioning
confidence: 99%