Chemical Prestressing of folded and shell-type carbon-concrete structures
The objective of the subproject C06 is to develop methods for the chemical prestressing of shell-type and folded carbon reinforced concrete structures designed in subprojects C01 and C04. This will be achieved by design of suitable material combinations in cooperation with subprojects D01 and D02 and by investigating the potential of chemical prestressing using continuous strain measurements under controlled boundary conditions. The inner structure of chemically prestressed carbon reinforced concrete elements will be analysed and influences at the cross-sectional level, such as orthotropy, curvatures and interlocks, will be determined.
Based on the results of these analyses, the chemically prestressed shell and folded CRC structures will be produced and investigated in the loading tests as well as during long-term measurements.
Ehemalige / Former involved
Dr.-Ing. Katarzyna Zdanowicz (TU Dresden)
Publikationen | Publications
Dhahir, M. K.; Kalthoff, M.; Neef, T.; Friese, D.; Beckmann, B.; Cherif, Ch. Matschei, T.; Mechtcherine, V.; Marx, S. (2023) Developing the Chemical Prestressing Technology for Textile Carbon Reinforced Concrete in: Ilki, A.; Çavunt, D.; Çavunt, Y. S. [eds.] Building for the Future: Durable, Sustainable, Resilient – Proc. of fib Symposium 2023, 05.–07.06.2023 in Istanbul (Turkey), publ. in: Lecture Notes in Civil Engineering 350, Cham: Springer, p. 1428–1438 – DOI: 10.1007/978-3-031-32511-3_146
Giese, J.; Herbers, M.; Liebold, F.; Wagner, F.; Grzesiak, S.; de Sousa, C.; Pahn, M.; Maas, H.-G.; Marx, S.; Curbach, M.; Beckmann, B. (2023) Investigation of the Crack Behavior of CRC Using 4D Computed Tomography, Photogrammetry, and Fiber Optic Sensing in Buildings 13, issue 10, 2595 – DOI: https://doi.org/10.3390/buildings13102595
Liebold, F.; Bergmann, S.; Bosbach, S.; Adam, V.; Marx, S.; Claßen, M.; Hegger, J.; Maas, H.-G. (2023) Photogrammetric Image Sequence Analysis for Deformation Measurement and Crack Detection Applied to a Shear Test on a Carbon Reinforced Concrete Member in: Ilki, A.; Çavunt, D.; Çavunt, Y. S. [eds.] Building for the Future: Durable, Sustainable, Resilient – Proc. of fib Symposium 2023, 05.–07.06.2023 in Istanbul (Turkey), publ. in: Lecture Notes in Civil Engineering 350, Cham: Springer, p. 1273–1282 – DOI: 10.1007/978-3-031-32511-3_130
Liebold, F.; Wagner, F.; Giese, J.; Grzesiak, S.; de Sousa, C.; Beckmann, B.; Pahn, M.; Marx, S.; Curbach, M.; Maas, H.-G. (2023) Damage Analysis and Quality Control of Carbon-Reinforced Concrete Beams Based on In Situ Computed Tomography Tests in Buildings 13, issue 10, 2669 – DOI: https://doi.org/10.3390/buildings13102669
Zdanowicz, K.; Vakaliuk, I.; Beckmann, B.; Marx, S. (2022) Two-dimensional strain measurements of chemically prestressed textile reinforced concrete slabs with distributed fibre optic sensors in: Stokkeland, S.; Braarud, H. C. [eds.] Concrete Innovation for Sustainability – Proc. for the 6th fib International Congress 2022, 12.–16.06.2022 in Oslo (Norway), Oslo: Novus Press, p. 666–674.