Fracture-mechanics based prediction of the fatigue strength of weldments. Material aspects

被引:39
|
作者
Kucharczyk, P. [1 ,2 ]
Madia, M. [3 ]
Zerbst, U. [3 ]
Schork, B. [4 ]
Gerwien, P. [3 ]
Munstermann, S. [2 ]
机构
[1] IWT Solut AG, D-52056 Aachen, Germany
[2] Rhein Westfal TH Aachen, Dept Ferrous Met IEHK, D-52056 Aachen, Germany
[3] Bundesanstalt Mat Forsch & Prufung BAM, Div 9 1, D-12205 Berlin, Germany
[4] Tech Univ Darmstadt, Inst Mat Technol IfW, Ctr Engn Mat, State Mat Testing Inst Darmstadt MPA, D-64283 Darmstadt, Germany
关键词
Heat affected zone; Cyclic stress-strain curve; Fatigue crack propagation; Fatigue crack propagation threshold; Fracture resistance; CRACK-PROPAGATION; HARDNESS; CLOSURE;
D O I
10.1016/j.engfracmech.2017.09.010
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Any fracture mechanics based determination of the fatigue strength of weldments requires different input information such as the local weld geometry and material data of the areas the crack is passing through during its propagation. The latter is so far not a trivial task as the fatigue crack is usually initiated at the weld toe at the transition from the weld metal to the heat affected zone. Furthermore, the crack propagates through the different microstructures of the weldment even into the base metal and causes final fracture. This paper describes how the material input information has been gained particularly for heat affected zone material by thermo-mechanically simulated material specimens for two steels of quite different static strength. The data comprise the cyclic stress-strain curve, the crack closure effect-corrected crack growth characteristics, fatigue threshold values for long cracks, the dependency of the parameter on the crack length and monotonic fracture resistance. The substantial experimental effort was necessary for the validation exercises of the IBESS approach, however, within the scope of practical application more easily applicable estimating methods are required. For that purpose, the paper provides a number of appropriate proposals in line with its check against the reference data from the elaborate analyses. (C) 2017 Elsevier Ltd. All rights reserved.
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页码:79 / 102
页数:24
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