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The lattice strain anisotropy systematically decreased upon heating above 200 °C, implying a structural recovery.
Hence the equilibrium mobility of the structural recovery seemed path dependent.
Both the Leong and Nguyen-Boger ageing models described the structural recovery behaviour well.
The data are satisfactorily fit using the Tool Narayanswamy Moynihan model of structural recovery.
The results are analyzed in the context of the TNM model of structural recovery.
Bruce Ackerman, with his extraordinary portfolio of seats on local committees, has a remarkably well-informed perspective on the town's structural recovery.
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This research work confirms that when a structure experiences the structural creep recovery it can reduce creep damage, nevertheless the structure may experience significant fatigue damage due to creep enhanced plasticity.
To show the effectiveness of the structural creep recovery mechanism under cyclic loading, Chaboche nonlinear kinematic hardening model is adopted.
From the analyses, a structural creep recovery response is found within a dwell period, which has serious repercussions on structural integrity.
Limitations of applying elastic follow-up in predicting creep strains and appropriate creep-fatigue damage calculation methods are discussed in the presence of this structural creep recovery mechanism.
The structural creep recovery can take place by reversing the creep stress in sign during the stress relaxation due to the creep stress redistribution, consequently enhancing unloading plasticity which causes a substantial increase of total strain range within a cycle.
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