Tobias Robl

Mr. Tobias Robl

TU München
orcid

Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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8 January 2021 in Applied Sciences
Verified
Journal Article
Open access
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MHMuhammed Zubair Shahul Hameed
Muhammed Zubair Shahul Hameed
CWChristoph Hubertus Wölfle
Christoph Hubertus Wölfle
TRTobias Robl
Tobias Robl
TOThomas Obermayer
Thomas Obermayer
SRStefan Rappl
Stefan Rappl
EWEwald Werner
Ewald Werner
Reinforcing steel bars (rebars) are widely manufactured using the Tempcore™ process. Several studies have been conducted analyzing the effect of the heat treatment route on the strength and corrosion resistance of rebars, but knowledge of its effects on the residual stresses of the finished product are largely lacking. This paper presents experimental investigations to identify the material parameters necessary to simulate the Tempcore™ process using thermo-elasto-plastic constitutive modeling in order to study the generation of residual stresses during the manufacturing process. Mechanical parameters such as yield strength at elevated temperatures and elastic constants were determined experimentally. A continuous cooling transformation diagram needed to model the phase transformations was also identified and is presented here. Residual stress distributions in the surface region of the rebar were characterized using X-ray diffraction. Further characterizations of microstructure, chemical composition, and hardness were carried out. The constitutive modeling approach for the numerical simulation is briefly described for which the experimentally determined parameters are required as input.

17 July 2021 in Materials Science and Engineering: A
Verified
Journal Article
Closed access
TRTobias Robl
Tobias Robl
CKChristian Krempaszky
Christian Krempaszky
AFAlexander Fillafer
Alexander Fillafer
EWEwald Werner
Ewald Werner

26 February 2022 in Metals
Verified
Journal Article
Open access
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TRTobias Robl
Tobias Robl
CWChristoph Hubertus Wölfle
Christoph Hubertus Wölfle
MHMuhammed Zubair Shahul Hameed
Muhammed Zubair Shahul Hameed
SRStefan Rappl
Stefan Rappl
CKChristian Krempaszky
Christian Krempaszky
EWEwald Werner
Ewald Werner
Ribbed reinforcing steel bars (rebars) are used for the reinforcement of concrete structures. In service, they are subjected to cyclic loading. Several studies addressing the relationship between rib geometry, stresses at the rebar surface induced by service loads and the rebar fatigue performance can be found in literature. However, the rebar’s fatigue performance is also influenced by residual stresses originating from the manufacturing process. In this contribution, a modeling approach is proposed to examine geometrically and thermo-mechanically induced stress concentrations in ribbed reinforcing bars made of the steel grade B500B. A linear-elastic load stress analysis and a thermo-mechanical analysis of the manufacturing process are conducted. The results are discussed and compared to literature results. In case of the load stress analysis, the results agree well with findings reported in literature and extend the current state of knowledge for B500B rebars with small diameters. In case of the thermo-mechanical analysis, compressive residual stresses at the rebar surface between two ribs and tensile residual stresses in the longitudinal direction at the tip of the ribs can be reported.

20 December 2023 in Materials
Verified
Journal Article
Open access
PDF file
TRTobias Robl
Tobias Robl
PHPatrick Hegele
Patrick Hegele
CKChristian Krempaszky
Christian Krempaszky
EWEwald Werner
Ewald Werner
Ribbed reinforcing bars (rebars) are used for the reinforcement of concrete structures. In service, they are often subjected to cyclic loading. In general, the fatigue performance of rebars may be influenced by residual stresses originating from the manufacturing process. Knowledge about residual stresses in rebars and their origin, however, is sparse. So far, residual stress measurements are limited to individual stress components, viz., to the non-ribbed part of the rebar surface. At critical points of the rebar surface, where most of the fatigue cracks originate, i.e., the foot radius regions of transverse ribs, the residual stress state has not yet been investigated experimentally. To extend the knowledge about residual stresses in rebars within the scope of this work, residual stress measurements were carried out on a rebar specimen with a diameter of 28 mm made out of the rebar steel grade B500B. In addition, numerical simulations of the TempCoreTM process were carried out. The results of the experimental investigations show tensile residual stresses in the core and the transition zone of the examined rebar specimen. Low compressive residual stresses are measured at the non-ribbed part of the rebar surface, while high compressive residual stresses are present at the tip of the transverse ribs. The results of the numerical investigations are in reasonable accordance with the experimental results. Furthermore, the numerical results indicate moderate tensile stresses occurring on the rebar surface in the rib foot radius regions of the transverse ribs. High stress gradients directly beneath the rebar surface, which are reported in the literature and which are most likely related to a thin decarburized surface layer, could be reproduced qualitatively with the numerical model developed.