Abstract
CFRP-UHPC panel is an essential type of lightweight concrete structure that can be applied in many cases, such as protective structures, warehouses, and offshore structures. However, further research is needed to achieve the CFRP grid fabrics widely applied in concrete structures. This work proposes a CFRP-UHPC panel with serpentine connectors and conducts three/four-point bending tests, DIC, and finite element methods to reveal its bend behavior. This work also presents the formula for calculating the ultimate moment, considering the stress-strain relationship of UHPC and the interaction of CFRP grid fabrics-UHPC. In summary, this work reveals the failure mechanism of CFRP-UHPC panels with serpentine connectors and proposes a formula for calculating bending capacity.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
