PSI - Issue 64

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Parinaz Panjehbashi Aghdam et al. / Procedia Structural Integrity 64 (2024) 65–73 Panjehbashi et al. (2024)/ Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 2. Flexural tests on full-scale composite beams in previous studies: (a) Yang et al. (2023); (b) Song et al. (2024); (c) Shi et al. (2022); (d) Bandelt et al. (2019); (e) Zhang et al. (2020), and (f) Present study.

The composite behavior of the composite beams has been studied by performing flexural tests in previous studies. However, few studies have investigated the degree of composite action in composite beams with PCHC slabs. This paper aims to investigate the composite behavior of the composite steel beams with PCHC slabs through two full-scale