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A generalization of the fatigue Kohout-Věchet model for several fatigue damage parameters

•A new generalization of the Kohout-Věchet (KV) fatigue model is proposed.•Stress, Strain and Energy-based fatigue damage variables are used.•Full range of fatigue lives covered from quasi-static to VHCF.•Proposal verified for existing data for P355NL1 steel and a Puddle Iron. A new proposal of gene...

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Published in:Engineering fracture mechanics 2017-11, Vol.185, p.284-300
Main Authors: Correia, J.A.F.O., Raposo, P., Muniz-Calvente, M., Blasón, S., Lesiuk, G., De Jesus, A.M.P., Moreira, P.M.G.P., Calçada, R.A.B., Canteli, A.F.
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cited_by cdi_FETCH-LOGICAL-c349t-a5579600c5971bd11d76a982cc5062d4848128b8d21bbfbf6cfd62e63a635d763
cites cdi_FETCH-LOGICAL-c349t-a5579600c5971bd11d76a982cc5062d4848128b8d21bbfbf6cfd62e63a635d763
container_end_page 300
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container_start_page 284
container_title Engineering fracture mechanics
container_volume 185
creator Correia, J.A.F.O.
Raposo, P.
Muniz-Calvente, M.
Blasón, S.
Lesiuk, G.
De Jesus, A.M.P.
Moreira, P.M.G.P.
Calçada, R.A.B.
Canteli, A.F.
description •A new generalization of the Kohout-Věchet (KV) fatigue model is proposed.•Stress, Strain and Energy-based fatigue damage variables are used.•Full range of fatigue lives covered from quasi-static to VHCF.•Proposal verified for existing data for P355NL1 steel and a Puddle Iron. A new proposal of generalization of the fatigue Kohout-Věchet (KV) model for different fatigue damage parameters is proposed. The purpose of this generalized model is to describe all fatigue regimes from very low-cycle fatigue (VLCF) to very high-cycle fatigue (VHCF), and accounting for several fatigue damage parameters, such as, strain parameter, Smith-Watson-Topper (SWT) parameter, Walker-like strain parameter, energy-based parameter in uniaxial loading conditions, among others. The full range of fatigue life responses for all loading regimes of materials and structural components are extremely important in the fatigue design. Engineering structures are subjected to different types of loading that cause fatigue failure. These loadings can range from quasi-static monotonic loading to long term dynamic/cyclic loading. In this paper, a proposal of generalization of the KV model for several fatigue damage parameters was verified and compared with experimental fatigue results under uniaxial loading conditions available in literature. This study validates the importance and applicability of full range fatigue life models for different damage parameters in fatigue life prediction of materials and structural components.
doi_str_mv 10.1016/j.engfracmech.2017.06.009
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A new proposal of generalization of the fatigue Kohout-Věchet (KV) model for different fatigue damage parameters is proposed. The purpose of this generalized model is to describe all fatigue regimes from very low-cycle fatigue (VLCF) to very high-cycle fatigue (VHCF), and accounting for several fatigue damage parameters, such as, strain parameter, Smith-Watson-Topper (SWT) parameter, Walker-like strain parameter, energy-based parameter in uniaxial loading conditions, among others. The full range of fatigue life responses for all loading regimes of materials and structural components are extremely important in the fatigue design. Engineering structures are subjected to different types of loading that cause fatigue failure. These loadings can range from quasi-static monotonic loading to long term dynamic/cyclic loading. 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A new proposal of generalization of the fatigue Kohout-Věchet (KV) model for different fatigue damage parameters is proposed. The purpose of this generalized model is to describe all fatigue regimes from very low-cycle fatigue (VLCF) to very high-cycle fatigue (VHCF), and accounting for several fatigue damage parameters, such as, strain parameter, Smith-Watson-Topper (SWT) parameter, Walker-like strain parameter, energy-based parameter in uniaxial loading conditions, among others. The full range of fatigue life responses for all loading regimes of materials and structural components are extremely important in the fatigue design. Engineering structures are subjected to different types of loading that cause fatigue failure. These loadings can range from quasi-static monotonic loading to long term dynamic/cyclic loading. 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subjects Components
Crack propagation
Cyclic loads
Design engineering
Fatigue
Fatigue damage parameter
Fatigue failure
Fatigue life
High cycle fatigue
Kohout-Věchet model
Life prediction
Low cycle fatigue
Mathematical models
Stress-strain curves
Structural damage
Wöhler curve
title A generalization of the fatigue Kohout-Věchet model for several fatigue damage parameters
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