Author

Kai Osterminski

Observed names: K Osterminski, K. Osterminski, K. Osterminski & P. Schießl, K. Osterminski., KAI OSTERMINSKI, Osterminski, Kai

Institution: Technical University of Munich

Observed institution: Technical University of Munich

ORCID: 0000-0003-0376-0788

Observed ORCID: 0000-0003-0376-0788

OpenAlex ID: A5042677373

Deterioration model and input parameters for reinforcement corrosion

2012 · Matthias Beck, Andreas Burkert, et al. · Structural Concrete · 28

Full surface inspection methods regarding reinforcement corrosion of concrete structures

2012 · K. Reichling, M. Raupach, et al. · Materials and Corrosion · 26

High‐cycle fatigue behaviour of reinforcing steel under the effect of ongoing corrosion

2016 · Christoph Gehlen, Kai Osterminski, et al. · Structural Concrete · 20

Modelling reinforcement corrosion – usability of a factorial approach for modelling resistivity of concrete

2006 · K. Osterminski, P. Schießl, et al. · Materials and Corrosion · 20

Long term behaviour of the resistivity of concrete

2012 · Kai Osterminski, R.B. Polder, et al. · Data Archiving and Networked Services (DANS) · 19

Überwachung und Modellierung der Tragstruktur von Windenergieanlagen

2020 · Max Botz, Altug Emiroglu, et al. · Beton- und Stahlbetonbau · 18

Design model for reinforcement corrosion

2012 · Kai Osterminski, Peter Schießl · Structural Concrete · 17

fib Bulletin 59. Condition control and assessment of reinforced concrete structures exposed to corrosive environments (carbonation/chlorides)

2011 · Christoph Gehlen, Carmen Andrade, et al. · Bulletin - FIB · 16

DFG‐research‐group: Modelling reinforcement corrosion – overview of the project

2006 · P. Schießl, K. Osterminski · Materials and Corrosion · 16

Bond Behavior of WAAM Reinforcements in Comparison to Conventional Steel Reinforcements

2023 · Katharina Tischner, Stefan Rappl, et al. · Construction Materials · 14

Distribution of residual stresses in reinforcing steel bars

2020 · Andreas Volkwein, Kai Osterminski, et al. · Engineering Structures · 12

Parameter Identification for Thermo-Mechanical Constitutive Modeling to Describe Process-Induced Residual Stresses and Phase Transformations in Low-Carbon Steels

2021 · Muhammed Zubair Shahul Hameed, Christoph Hubertus Wölfle, et al. · Applied Sciences · 10

Das Instandsetzungsprinzip W‐Cl

2019 · Till Felix Mayer, Christoph Dauberschmidt, et al. · Bautechnik · 10

Mechanical and Surface Geometric Properties of Reinforcing Bars and Their Significance for the Development of Near-Surface Notch Stresses

2023 · Stefan Rappl, Muhammed Zubair Shahul Hameed, et al. · Mathematics · 9

Influence of the chromate content in cement on the corrosion behaviour of steel in concrete

2008 · P. Schieß, T. F. Mayer, et al. · Materials and Corrosion · 8

Zur voll-probabilistischen Modellierung der Korrosion von Stahl in Beton

2013 · Kai Osterminski · mediaTUM – the media and publications repository of the Technical University Munich (Technical University Munich) · 5

Condition Control and Assessment of Reinforced Concrete Structures Exposed to Corrosive Environments

2011 · John Cairns, Christoph Gehlen, et al. · 5

Chloridumverteilung in gerissenen und mit Prinzip 8.3 (W‐Cl) instand gesetzten Stahlbetonbauteilen

2022 · Kai Osterminski, Christoph Zausinger, et al. · Beton- und Stahlbetonbau · 4

Development of a laser-based line scan measurement system for the surface characterization of reinforcing steel

2019 · Kai Osterminski, Christoph Gehlen · Materials Testing · 4

The Mistralwind Project—Towards a Remaining Useful Lifetime Analysis and Holistic Asset Management Approach for More Sustainability of Wind Turbine Structures

2017 · CHRISTIAN T. GEISS, SIMON KINSCHERF, et al. · International Workshop on Structural Health Monitoring (IWSHM) · 4

Condition Control and Assessment of Reinforced Concrete Structures Exposed to Corrosive Environments (Carbonation / Chlorides)

2011 · Christoph Gehlen, Steven Matthews, et al. · mediaTUM – the media and publications repository of the Technical University Munich (Technical University Munich) · 4

Carbon steel electrodes within chloride induced reinforcement corrosion in cracked concrete: Approximation to deterministic system response

2023 · Christoph Zausinger, Nico Müller, et al. · Materials and Corrosion · 3

Probabilistic modeling of reinforcing bar fatigue on the basis of surface topography data

2020 · Kai Osterminski · Structural Concrete · 3

Transient and gradient analyses of depolarization criteria. Valuable tools in chloride‐induced rebar corrosion monitoring

2022 · Christoph Zausinger, Kai Osterminski, et al. · Materials and Corrosion · 2

Veränderung der Steifigkeit und des Dehnungsverhaltens von Normalbeton bei zyklischer Druckschwellbeanspruchung mit Ruhephasen

2007 · Rolf Breitenbücher, Hursit Ibuk, et al. · Beton- und Stahlbetonbau · 2

Works count: 53

Citation count: 284

H-index: 11

I10-index: 13