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Stefan Weihe

Researcher at University of Stuttgart

Publications -  59
Citations -  266

Stefan Weihe is an academic researcher from University of Stuttgart. The author has contributed to research in topics: Welding & Fracture mechanics. The author has an hindex of 8, co-authored 47 publications receiving 177 citations.

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Implicit integration of elastoplastic constitutive models for frictional materials with highly non-linear hardening functions

TL;DR: In this paper, a two-level CPPM iteration scheme is proposed for constitutive relations in elastoplasticity, where hardening variables are fixed during the stress projection onto consequently fixed yield surfaces, and after the stress projections, new values of the hardening parameters are calculated defining new yield surfaces.
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Development of an end-to-end simulation process chain for prediction of self-piercing riveting joint geometry and strength

TL;DR: In this article, a five-step simulation process chain capable of numerically predicting the SPR joint geometry and the joint strength under different loading conditions such as Shear, Cross-tension and Peel loading is presented.
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Fatigue analysis of multiaxially loaded crane runway structures including welding residual stress effects

TL;DR: In this paper, a fatigue evaluation procedure to assess the influence of both multiaxial stress state caused by a traveling crane wheel load and the welding residual stresses on the lifetime of crane runway girders was presented.
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The role of stress state and stress triaxiality in lifetime prediction of solder joints in different packages utilized in automotive electronics

TL;DR: An overview on the role of the stress state and stress Triaxiality Factor (TF) in lifetime prediction of solder connections is presented and when including multiaxial effects by modification of damage related variables a better correlation between calculated and experimentally observed crack path is achieved.
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Assessment of mixed mode crack propagation of crane runway girders subjected to cyclic loading

TL;DR: In this article, the assessment of crack propagation of crane runway girders being travelled over by wheel loads is addressed, and the number of cycles of crack growth is calculated by using the shear stress intensity factor K τ.