Abstract
Steel plate connectors joining concrete wall panels or horizontal diaphragms are susceptible to corrosion and behave poorly under seismic loads, due to their low strength and poor ductility. Carbon Fiber Reinforced Plastic (CFRP) composites with their superior strength and resistance to electrochemical corrosion are a practical alternative for connecting precast concrete members. A methodology for designing CFRP connections is developed. The design methodology is based on established models of bond length estimates and laminate theory and correlates reasonably well with results obtained in a related experimental study. The resulting connection design consists of CFRP composite layers adhered to the concrete surface, and four adhesive anchors placed at the boundaries of the precast concrete members.
Sign-in/Register to access full text options 
Free) 
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 call
