Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading

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OriginalspracheEnglisch
Titel des SammelwerksCurrent Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022
Herausgeber/-innenAlphose Zingoni
Seiten1357-1363
Seitenumfang7
ISBN (elektronisch)9781003348443
PublikationsstatusVeröffentlicht - 2022
Veranstaltung8th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2022 - Cape Town, Südafrika
Dauer: 5 Sept. 20227 Sept. 2022

Publikationsreihe

NameCurrent Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022

Abstract

The expected long-term deformations of concrete structures today are calculated using creep models, assuming constant mechanical loads. Nevertheless, in many structures like bridges constant creep loads are superimposed with cyclic loads of substantial magnitude. The effect of such a cyclic loading onto the concrete deformation behaviour so far has been unkown. An underestimation of the resulting deformation by established creep models might cause serious damage and safety risks for the structure. Before this background, the strain development due to creep and cyclic loading of a normal strength concrete have been comparatively investigated at two different moisture contents (approx. 100 % and 75 %). The results show that viscous strains from cyclic loading are significantly higher than those from purely static loading despite identical mean stress levels. Further, the resulting strains are considerably affected by the moisture content of concrete. The gathered results provide the basis for improving existing creep models.

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Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading. / Kern, B.; Oneschkow, N.; Haist, M. et al.
Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022. Hrsg. / Alphose Zingoni. 2022. S. 1357-1363 (Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Kern, B, Oneschkow, N, Haist, M & Lohaus, L 2022, Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading. in A Zingoni (Hrsg.), Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022. Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022, S. 1357-1363, 8th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2022, Cape Town, Südafrika, 5 Sept. 2022. https://doi.org/10.1201/9781003348443-221
Kern, B., Oneschkow, N., Haist, M., & Lohaus, L. (2022). Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading. In A. Zingoni (Hrsg.), Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022 (S. 1357-1363). (Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022). https://doi.org/10.1201/9781003348443-221
Kern B, Oneschkow N, Haist M, Lohaus L. Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading. in Zingoni A, Hrsg., Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022. 2022. S. 1357-1363. (Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022). doi: 10.1201/9781003348443-221
Kern, B. ; Oneschkow, N. ; Haist, M. et al. / Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading. Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022. Hrsg. / Alphose Zingoni. 2022. S. 1357-1363 (Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems - Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022).
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title = "Influence of moisture content on strain development of concrete subjected to compressive creep and cyclic loading",
abstract = "The expected long-term deformations of concrete structures today are calculated using creep models, assuming constant mechanical loads. Nevertheless, in many structures like bridges constant creep loads are superimposed with cyclic loads of substantial magnitude. The effect of such a cyclic loading onto the concrete deformation behaviour so far has been unkown. An underestimation of the resulting deformation by established creep models might cause serious damage and safety risks for the structure. Before this background, the strain development due to creep and cyclic loading of a normal strength concrete have been comparatively investigated at two different moisture contents (approx. 100 % and 75 %). The results show that viscous strains from cyclic loading are significantly higher than those from purely static loading despite identical mean stress levels. Further, the resulting strains are considerably affected by the moisture content of concrete. The gathered results provide the basis for improving existing creep models.",
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AU - Kern, B.

AU - Oneschkow, N.

AU - Haist, M.

AU - Lohaus, L.

N1 - Funding Information: This research project was funded by the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) within the collaborative project “Linear and nonlinear cyclic creep at defined moisture conditions” (399508601). The authors would like to express their gratitude for the financial support.

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N2 - The expected long-term deformations of concrete structures today are calculated using creep models, assuming constant mechanical loads. Nevertheless, in many structures like bridges constant creep loads are superimposed with cyclic loads of substantial magnitude. The effect of such a cyclic loading onto the concrete deformation behaviour so far has been unkown. An underestimation of the resulting deformation by established creep models might cause serious damage and safety risks for the structure. Before this background, the strain development due to creep and cyclic loading of a normal strength concrete have been comparatively investigated at two different moisture contents (approx. 100 % and 75 %). The results show that viscous strains from cyclic loading are significantly higher than those from purely static loading despite identical mean stress levels. Further, the resulting strains are considerably affected by the moisture content of concrete. The gathered results provide the basis for improving existing creep models.

AB - The expected long-term deformations of concrete structures today are calculated using creep models, assuming constant mechanical loads. Nevertheless, in many structures like bridges constant creep loads are superimposed with cyclic loads of substantial magnitude. The effect of such a cyclic loading onto the concrete deformation behaviour so far has been unkown. An underestimation of the resulting deformation by established creep models might cause serious damage and safety risks for the structure. Before this background, the strain development due to creep and cyclic loading of a normal strength concrete have been comparatively investigated at two different moisture contents (approx. 100 % and 75 %). The results show that viscous strains from cyclic loading are significantly higher than those from purely static loading despite identical mean stress levels. Further, the resulting strains are considerably affected by the moisture content of concrete. The gathered results provide the basis for improving existing creep models.

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