Flexural Response of Bolt-Connected UHPFRC-AAC-Steel Composite Panel

Authors:
Xinrui Wang, Rengeng Zheng, Jun Xia
Keywords:
UHPC; positive moment; critical condition
Doi:
https://doi.org/10.70114/acmsr.2025.3.1.P95
Abstract
This study investigates and advances the existing research on the performance of concrete-steel composite panels connected by bolts. A Ultra-High Performance Fibre Reinforced Concrete (UHPFRC)-AAC-Steel Composite Panel is proposed aiming to provide prefabricated exterior wall solutions for buildings. The concrete-steel composite panel system consists of a UHPFRC layer, an autoclaved aerated concrete (AAC) middle layer, and one steel beam, for which all three components can be bolt-connected