Katarzyna Zdanowicz

Dr. Katarzyna Zdanowicz

orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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28 March 2019 in Structural Concrete
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Journal Article
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KZKatarzyna Zdanowicz
Katarzyna Zdanowicz
Renata KotyniaRenata Kotynia
Renata Kotynia
Steffen MarxSteffen Marx
Steffen Marx

29 March 2022 in Structural Concrete
Verified
Journal Article
Open access
KZKatarzyna Zdanowicz
Katarzyna Zdanowicz
DGDaniel Gebauer
Daniel Gebauer
MKMarc Koschemann
Marc Koschemann
KSKerstin Speck
Kerstin Speck
OSOliver Steinbock
Oliver Steinbock
Steffen MarxSteffen Marx
Steffen Marx
The article describes measurements of strains of concrete, steel and textile reinforcement with distributed fiber optic sensors (DFOS). The technology of distributed strain measurements gains currently increasing attention within the civil engineering field and indeed the DFOS can be applied in various measurement scenarios providing results and insights which were not possible before. Within this article, the fibers and adhesives that are most commonly used are compared and several measurement scenarios and their results are described, including precise strain measurements with high resolution as well as measurements on large‐scale specimens. Concrete strains were measured in a multiaxial compression stress state and also during setting and hardening and in flexural tests. Strains of the steel and textile reinforcement were monitored along the bond zone and also in flexural tests. Finally, cracking patterns were observed and compared with digital image correlation methods. Validated examples of applications of DFOS in laboratory work are described.

10 February 2022 in Engineering Structures
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Journal Article
Closed access
KZKatarzyna Zdanowicz
Katarzyna Zdanowicz
Steffen MarxSteffen Marx
Steffen Marx


1 September 2023 in Structural Concrete
Verified
Journal Article
Open access
MDMohammed K. Dhahir
Mohammed K. Dhahir
Steffen MarxSteffen Marx
Steffen Marx
KZKatarzyna Zdanowicz
Katarzyna Zdanowicz
Chemical prestressing was developed during the 1960s; however, and due to technical difficulties at that time, the technology was not considered as an alternative to conventional prestressing; instead, it was only used as a shrinkage compensating method. Still, recent development in concrete technology encouraged several researchers to revisit this technology, where significant achievements were made. This paper aims to present a state‐of‐the‐art review about the recent development in the chemical prestressing technology. This includes reviewing existing field applications, existing types of expansive additives, influence of different expansive additives, influence of curing methods, mix proportioning, mechanical properties, and structural behavior. Furthermore, a thorough discussion was performed and suggestions were made for future researchers to help further contribute to the development of this prestressing technology. It was concluded that although the chemical prestressing technology seems very promising, more research is required before using it in practical applications.

20 September 2022 in Civil Engineering Design
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Journal Article
Open access
KZKatarzyna Zdanowicz
Katarzyna Zdanowicz
BBBirgit Beckmann
Birgit Beckmann
Steffen MarxSteffen Marx
Steffen Marx