Jeanette Orlowsky

Dr. Jeanette Orlowsky

Department of Building Materials, TU Dortmund University, Dortmund, Germany
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Research Focus & Metrics

Academic Career Length

24Years (2003-Present)

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

Representative Publications

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11 October 2007 in Materials and Structures
Verified
Journal Article
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Jeanette OrlowskyJeanette Orlowsky
Jeanette Orlowsky
MRM. Raupach
M. Raupach

1 March 2005 in Materials and Structures
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Journal Article
Closed access
PDF file
Jeanette OrlowskyJeanette Orlowsky
Jeanette Orlowsky
MRM. Raupach
M. Raupach
HCH. Cuypers
H. Cuypers
JWJan Wastiels
Jan Wastiels

16 June 2006 in Materials and Structures
Verified
Journal Article
Closed access
PDF file
Jeanette OrlowskyJeanette Orlowsky
Jeanette Orlowsky
MRM. Raupach
M. Raupach

21 January 2005 in Materials and Structures
Verified
Journal Article
Closed access
Jeanette OrlowskyJeanette Orlowsky
Jeanette Orlowsky

10 January 2023 in Buildings
Verified
Journal Article
Open access
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Jeanette OrlowskyJeanette Orlowsky
Jeanette Orlowsky
MBMarkus Beßling
Markus Beßling
VKVitalii Krzyhanovskyi
Vitalii Krzyhanovskyi
This paper discusses the state of the art in research on the use of textile-reinforced concretes in structural maintenance. Textile-reinforced concretes can be used in structural maintenance for various purposes, including the sealing and protection of the existing building structures, as well as for the strengthening of structures. The first-mentioned aspects are explained in this paper on the basis of example applications. A special focus is placed on the maintenance of heritage-protected structures. The development, characterization, and testing of a textile-reinforced concrete system for a heritage-protected structure are presented. Examples of the application of textile-reinforced concrete for strengthening highway pavements and masonry are also given. In particular, the possibility of adapting the textile-reinforced concrete repair material to the needs of the individual building is one advantage of this composite material.

5 October 2022 in Buildings
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Journal Article
Open access
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MBMarkus Beßling
Markus Beßling
MGMelanie Groh
Melanie Groh
VKViola Koch
Viola Koch
MAMichael Auras
Michael Auras
Jeanette OrlowskyJeanette Orlowsky
Jeanette Orlowsky
BMBernhard Middendorf
Bernhard Middendorf
Numerous concrete monuments built in the High Modern Era (turn of the 20th century until the 1970s) must now be repaired for preservation. Traditional concrete repair according to current guidelines involves considerable material removal, changing the appearance of the existing structure. With a combination of the material properties of high-/ultra-high-performance concrete (HPC/UHPC) with its dense microstructure and corrosion-free textile reinforcement (carbon and basalt), a high-performance mortar repair system can be developed. Such a system allows for concrete repairs with minimal material loss by using very thin layers that are durable and do not change the architectural character of the repaired monument. For the investigation of the load-bearing behaviour of a structural repair system using textile-reinforced, high-performance mortar, 20 mm thick slabs were produced and mechanically characterized. In the next step, the proposed repair system was applied to 70 mm thick old concrete slabs. The results show that a high surface tensile strength of 2.9 MPa was obtained. In a further step, the system will be applied to concrete pillars of transmission tower in Berus, adapted in terms of colour and structure and installed for long-term monitoring.