Performance-based Analysis of Embodied Carbon Footprint of Rectangular CFRP-Reinforced Concrete Beams
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-70145-0_80
Reference8 articles.
1. Spartali, H., Rastegarian, S., Will, N., Chudoba, R.: Moment-curvature model for flexural assessment of textile-reinforced concrete beams. In: Proceedings of the 13th International Symposium on Ferrocement and Thin Fiber Reinforced Inorganic Matrices 2021 in Lyon (France), pp. 145–156. Zenodo, Online (2021). https://doi.org/10.5281/zenodo.5028860
2. Spartali, H., Hegger, J., Chudoba, R.: Flexural behavior of CFRP reinforced beams: a case study with comparisons to steel reinforced elements. In: Stokkeland, S., Braarud, H.C. (eds.) Concrete Innovation for Sustainability – Proceedings for the 6th fib International Congress 2022 in Oslo (Norway), pp. 1470–1479. Novus Press, Oslo (2022). https://doi.org/10.5281/zenodo.6759404
3. Spartali, H., Hegger, J., Beckmann, B., Chudoba, R.: Closed-form design concept for fully utilized FRP-reinforced rectangular concrete cross-sections accompanied by experimental validation on carbon-reinforced beams. Structures 61, 106042 (2024). https://doi.org/10.1016/j.istruc.2024.106042
4. Spartali, H., Hegger, J., Chudoba, R.: Phenomenological comparison between the flexural performance of steel- and CFRP-reinforced concrete elements. Eng. Struct. 294, 116755 (2023). https://doi.org/10.1016/j.engstruct.2023.116755
5. Pleesudjai, C., Mobasher, B.: Analytical moment-curvature solutions for generalized textile-reinforced concrete sections. Eng. Struct. 276, 115317 (2023). https://doi.org/10.1016/j.engstruct.2022.115317
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