PSI - Issue 84
Beatrice Baldan et al. / Procedia Structural Integrity 84 (2026) 569–574
574
Granata, M.F., La Mendola, L., Messina, D., Recupero, A., 2023. Assessment and strengthening of reinforced concrete bridges with half-joint deterioration. Structural Concrete 24, 269–287. https://doi.org/10.1002/suco.202200367. Lu, W.-Y., Lin, I.-J., Yu, H.-W., 2012. Behaviour of reinforced concrete dapped-end beams. Magazine of Concrete Research 64, 793–805. https://doi.org/10.1680/macr.11.00116. Mata-Falcón, J., Pallarés, L., Miguel, P.F., 2019. Proposal and experimental validation of simplified strut-and-tie models on dapped-end beams. Engineering Structures. https://doi.org/10.1016/j.engstruct.2019.01.010. Menichini, A., Gusella, V., Morano, S., Orlando, M., 2025. RC dapped-end beams with various reinforcement layouts: An experimental investigation. Engineering Structures 322, 119043. https://doi.org/10.1016/j.engstruct.2024.119043. Palmisano, F., Asso, R., Chiaia, B. et al. Structural assessment of existing R.C. half-joint bridges according to the new Italian guidelines. J Civil Struct Health Monit 13 , 1551–1575 (2023). https://doi.org/10.1007/s13349-022-00652-7 Schlaich, J., Schäfer, K., Jennewein, M., 1987. Toward a consistent design of structural concrete. PCI Journal 32, 74–150. Xinchen, Z., Bing, L., 2022. Seismic Performance of Interior Reinforced Concrete Beam-Column Joint with Corroded Reinforcement. Journal of Structural Engineering 148, 4021275. https://doi.org/10.1061/(ASCE)ST.1943-541X.00032
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