Design of UHPC Structural Connection Elements for Precast Bridge Decks
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-70145-0_35
Reference10 articles.
1. El-Helou, R.G., Graybeal, B.A.: Flexural behavior and design of ultrahigh-performance concrete beams. J. Struct. Eng. 148, 3446–3459 (2022). https://doi.org/10.1061/(ASCE)ST.1943-541X.0003246
2. Le Hoang, A., Fehling, E.: Influence of steel fiber content and aspect ratio on the uniaxial tensile and compressive behavior of ultra high performance concrete. Constr. Build. Mater. 153, 790–806 (2017). https://doi.org/10.1016/j.conbuildmat.2017.07.130
3. Qi, J., Bao, Y., Wang, J., Li, L., Li, W.: Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment. Eng. Struct. 200, 109716 (2019). https://doi.org/10.1016/j.engstruct.2019.109716
4. Khan, M.I., Fares, G., Abbas, Y.M., Alqahtani, F.K.: Behavior of non-shear-strengthened uhpc beams under flexural loading: Influence of reinforcement percentage. Appl. Sci. (Switzerland) 11 (2021). https://doi.org/10.3390/app112311346
5. Al-Osta, M.A., Isa, M.N., Baluch, M.H., Rahman, M.K.: Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete. Constr. Build. Mater. 134, 279–296 (2017). https://doi.org/10.1016/j.conbuildmat.2016.12.094
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