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10 items by relevance
1 Conference paper

Modelling reinforcement corrosion in concrete

Michel, Alexander; Geiker, Mette Rica; Stang, Henrik; Olesen, John Forbes

Proceedings of Microdurability - the 2nd International Conference — 2012

A physio-chemical model for the simulation of reinforcement corrosion in concrete struc-tures was developed. The model allows for simulation of initiation and subsequent propaga-tion of reinforcement corrosion. Corrosion is assumed to be initiated once a defined critical chloride threshold

Year: 2012

Language: English

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2 Conference paper

Numerical modeling of reinforcement corrosion in concrete structures

Michel, Alexander; Geiker, Mette Rica; Stang, Henrik; Olesen, John Forbes

Proceedings - 8th Fib International Phd Symposium in Civil Engineering — 2010, pp. 419-425

Year: 2010

Language: English

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3 Journal article

Influence of temporal resolution and processing of exposure data on modeling of chloride ingress and reinforcement corrosion in concrete

Flint, Madeleine; Michel, Alexander; Billington, Sarah L.; Geiker, Mette Rica

Materials and Structures — 2014, Volume 47, Issue 4, pp. 729-748

The impacts of temporal resolution and processing of exposure data on the long-term chloride ingress and reinforcement corrosion in concrete were studied. Exposure data from one simulated and two real climates was processed to create boundary conditions for a one-dimensional geometry studied using

Year: 2014

Language: English

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4 Conference paper

Modeling the Influence of Resistivity on the Corrosion of Reinforcement in Concrete

Michel, Alexander; Solgaard, Anders Ole Stubbe; Geiker, Mette Rica; Stang, Henrik; Olesen, John Forbes

Conmod'10 — 2010

Year: 2010

Language: English

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5 Conference paper

A framework for modelling corrosion-related degradation in reinforced concrete

Zhang, Z.; Angst, U. M.; Michel, Alexander

Life Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision — 2018, pp. 979-986

models are empirical and based on the assumptions, such as homogeneous concrete structure and uniform corrosion products growth from rebar. According to the steps of the corrosion-related degradation, this paper proposes a framework for modelling corrosion-related degradation in reinforced concrete

Year: 2018

Language: English

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6 Conference paper

Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion

Michel, Alexander; Solgaard, Anders Ole Stubbe; Geiker, Mette Rica; Stang, Henrik; Olesen, John Forbes

Proceedings of 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures (framcos-7) — 2010, pp. 944-951

Year: 2010

Language: English

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7 Conference paper

Integrated modelling of corrosion-induced deterioration in rein-forced concrete structures

Michel, Alexander; Geiker, M.R.; Stang, Henrik; Lepech, M.

Proceeedings of Eurocorr 2013 — 2013

An integrated finite element based modelling approach is presented, which allows for fully coupled simulation of reinforcement corrosion and corrosion-induced concrete damage. While a finite element method (FEM) based corrosion model was used to describe electrochemical processes

Year: 2013

Language: English

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8 Conference paper

Numerical modeling of cracking of concrete due to corrosion of reinforcement – Impact of cover thickness and concrete toughness

Solgaard, Anders Ole Stubbe; Michel, Alexander; Stang, Henrik; Geiker, Mette Rica; Edvardsen, Carola; Küter, André

Proceedings of the 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures — 2010

Year: 2010

Language: English

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9 Conference paper

Multi-physical and multi-scale deterioration modelling of re-inforced concrete: modelling corrosion-induced concrete damage

Michel, Alexander; Lepech, Michael; Stang, Henrik; Geiker, Mette

Proceedings of the 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures — 2016, pp. 1-12

In this paper, corrosion-induced damage is investigated by means of numerical simula-tions utilizing a coupled lattice and finite element method (FEM) modelling approach. While the reinforcement and corrosion product domain are discretized by the FEM, a lattice approach is used

Year: 2016

Language: English

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10 Journal article

Mechanical performance and corrosion damage of steel fibre reinforced concrete – A multiscale modelling approach

Marcos Meson, Victor; Fischer, Gregor; Solgaard, Anders; Edvardsen, Carola; Michel, Alexander

Construction and Building Materials — 2020, Volume 234, pp. 117847

This paper investigates variations in the tensile toughness of cracked steel fibre reinforced concrete (SFRC) subjected to corrosion damage, by means of a multiscale modelling framework. Experimental results were used to discretise the pull-out behaviour of single fibres using a spring-slider model

Year: 2020

Language: English

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