Karin Lundgren

Professor

Chalmers University of Technology

Sweden

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Karin Lundgren is a Professor at Chalmers University of Technology in Sweden. Her research focuses on the mechanics of reinforced concrete, specifically including topics such as computational homogenization, steel corrosion, and the interaction between bending and corrosion-induced cracks. Recent articles reflect her expertise in the experimental and numerical analysis of textile-reinforced concrete, as well as the service life and life-cycle costs of various reinforcement methods.

Karin Lundgren

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Articles (16)

Computational homogenization for predicting the effective response of planar textile-reinforced concrete shells

Characterisation of steel corrosion and matrix damage in reinforced mortar combining analytical, electrical and image-based techniques

3D modelling of the interaction between bending and corrosion-induced cracks in reinforced concrete beams

A two-stage study of steel corrosion and internal cracking revealed by multimodal tomography

Impact of cracks on distribution of chloride-induced reinforcement corrosion

Textile reinforced concrete members subjected to tension, bending, and in-plane loads: Experimental study and numerical analyses

Analysis of the flexural response of hybrid reinforced concrete beams with localized reinforcement corrosion

Comparison of the service life, life-cycle costs and assessment of hybrid and traditional reinforced concrete through a case study of bridge edge beams in Sweden

Experiments and calibration of a bond-slip relation and efficiency factors for textile reinforcement in concrete

Finite element analyses of FRP-strengthened concrete beams with corroded reinforcement

Optimisation of slab track design considering dynamic train–track interaction and environmental impact

A closer look at corrosion of steel reinforcement bars in concrete using 3D neutron and X-ray computed tomography

Bond of naturally corroded, plain reinforcing bars in concrete

Corrigendum to “Assessment of the mechanical behaviour of reinforcement bars with localised pitting corrosion by Digital Image Correlation” [Eng. Struct. 219 (2020) 110936] (Engineering Structures (2020) 219, (S0141029620313390), (10.1016/j.engstruct.2020.110936))

Experimental study of FRP-strengthened concrete beams with corroded reinforcement

Incorporation of pre-existing cracks in finite element analyses of reinforced concrete beams without transverse reinforcement

Collaborators (8)

Alessandro Tengattini

Ignasi Fernandez

Carlos Gil Berrocal

Jincheng Yang

Adam Sciegaj

Fredrik Larsson

Lang-Zi Chang

Jens C. O. Nielsen

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