Liu & Zenner method

In: Multiaxial methods


The basic formula is very complicated:

.

Four different fatigue limits f-1, f0, t-1 and t0 are needed for setup of all necessary material constants:

The dependency of the criterion on four material parameters was criticized by Papadopoulos in [PDG97] and led him to exclusion of the criteria from his comparison. Zenner et al. opposed his objections in [ZSL00] with a reference to common methods used for the derivation of fatigue limits in repeated loading from their fully reversed counterparts.

NOTIFICATION: Determination of the value of fatigue limit in repeated axial loading can be done in different ways – [ZSL00] e.g. uses another known value (mean stress sensitivity). There are many other different approaches how to get the fatigue limit in repeated axial loading, while no general formula can be used – see [Ppg05] for information.

Knowledge of fatigue limit in repeated torsion is even more rare. I do not know any more comprehensive analysis of its determination. Thus, if the value is not set in PragTic (input zero as the TORS0 parameter), the following formula given in [ZSL00] is used automatically:

The authors [ZSL00] claim the criterion to be valid within the bounds: 

The only really significant source of validity of this criterion is the FatLim Database, data provided by Zenner et al. in [ZSL00] are unclear.


Nomenclature:

Mark

Unit

PragTic variable

Meaning

[MPa]


shear stress amplitude on an examined plane

[MPa]


mean shear stress on an examined plane

[MPa]

TENS-1, BEND-1

fatigue limit in fully reversed axial loading

[MPa]

TENS0, BEND0

fatigue limit in fully repeated axial loading

[-]


ratio of fatigue limits ()

[MPa]


amplitude of normal stress on the plane examined

[MPa]


mean (average value of maximum and minimum values) normal stress on the plane examined

[MPa]

TORS-1

fatigue limit in fully reversed torsion

[MPa]

TORS0

fatigue limit in repeated torsion

Methods & Options & Variables of Calculation – Edit

Decomposition

- Whole load path

Elasto-plasticity

- No – currently no option implemented

Solution option

- Searched planes <0~BS algorithm, 1~globe analogy, 2~random>

- Number of scanned planes

- Only every x-th data-point taken from load history

- Evaluate envelope curve only <1~yes, 0~no>

Solution variable

- Minimum damage – this option is not active for this high-cycle fatigue method

Material parameters

E

[MPa]

tensile modulus

NU

[-]

Poisson’s ratio

TENS0

[MPa]

fatigue limit in repeated tension (or plane bending)

TENS-1

[MPa]

fatigue limit in fully reversed push-pull (or plane bending)

TORS-1

[MPa]

fatigue limit in fully reversed torsion

TORS

[MPa]

fatigue limit in fully repeated torsion (see the text above, if not available)


Result detail variables

Damage                fatigue index is computed, not the damage as a reciprocal value to number of cycles or repetitions

FDD1        MAXDP        maximum of damage parameter

FDD2        NCX        x-coordinate of the normal line vector of the plane with MAXDP

FDD3        NCY        y-coordinate of the normal line vector of the plane with MAXDP

FDD4        NCZ        z-coordinate of the normal line vector of the plane with MAXDP

FDD5        ALFA        angle between the normal lines to the critical plane and to the free surface

© PragTic, 2007

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