Ratcheting and strain ranges in the shakedown state with stress stiffening using the Simplified Theory of Plastic Zones

The behavior of elastic-plastic structures under cyclic loading can be determined by incremental elastic-plastic analyses where a given load histogram is analysed cycle-by-cycle until shakedown is achieved. Many cycles may be required for this, if a ratchet mechanism is causing plastic strains to ac...

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Bibliographic Details
Main Authors: Hübel, H. (Author), Vollrath, B. (Author)
Format: Article
Language:English
Published: Elsevier Ltd 2022
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02461nam a2200337Ia 4500
001 10.1016-j.ijpvp.2022.104727
008 220718s2022 CNT 000 0 und d
020 |a 03080161 (ISSN) 
245 1 0 |a Ratcheting and strain ranges in the shakedown state with stress stiffening using the Simplified Theory of Plastic Zones 
260 0 |b Elsevier Ltd  |c 2022 
856 |z View Fulltext in Publisher  |u https://doi.org/10.1016/j.ijpvp.2022.104727 
520 3 |a The behavior of elastic-plastic structures under cyclic loading can be determined by incremental elastic-plastic analyses where a given load histogram is analysed cycle-by-cycle until shakedown is achieved. Many cycles may be required for this, if a ratchet mechanism is causing plastic strains to accumulate in each cycle until either elastic or plastic shakedown is achieved. The complexity of the elastic-plastic response of a structure is further increased if geometric effects are present. It may be very costly to get the accumulated strains and strain ranges in the state of shakedown by incremental analyses so that simplified or direct methods have been developed as an alternative. The Simplified Theory of Plastic Zones (STPZ) has proven itself for estimating the required quantities in the state of elastic and plastic shakedown within the framework of the 1st order theory, i.e., if the equilibrium conditions are satisfied for the undeformed structure. It is shown in this paper, how the STPZ can be expanded to capture 2nd order effects introduced by the equilibrium of the deformed structure. Some examples are used to demonstrate its applicability and the quality of the results, but also its limitations with respect to determining the accumulated strains and elastic-plastic strain ranges. © 2022 The Authors 
650 0 4 |a Cyclic strain 
650 0 4 |a Cyclic strain accumulation 
650 0 4 |a Elastoplasticity 
650 0 4 |a Plastic deformation 
650 0 4 |a Plastic zones 
650 0 4 |a Post-shakedown quantities 
650 0 4 |a Post-shakedown quantity 
650 0 4 |a Ratcheting 
650 0 4 |a Shakedown 
650 0 4 |a Simplified theory of plastic zone 
650 0 4 |a Simplified theory of plastic zones 
650 0 4 |a Strain 
650 0 4 |a Strain accumulations 
650 0 4 |a Strain ranges 
650 0 4 |a Stress analysis 
650 0 4 |a Stress stiffening 
700 1 |a Hübel, H.  |e author 
700 1 |a Vollrath, B.  |e author 
773 |t International Journal of Pressure Vessels and Piping