Connections　between　prefabricated　concrete　panels　(PCPs)　are　susceptible　to　cracking　and　damage,　attracting　the　attention　of　bridge　engineers.　Curved　bolt　connections　have　ideal　flexural　performance　when　they　have　an　appropriate　anchorage　distance.　High-performance　materials,　such　as　ultrahigh-performance　concrete　(UHPC)　and　carbon　fiber-reinforced　polymer　(CFRP)　bars,　bring　solutions　to　further　reduce　construction　resources　on-site　and　improve　the　durability　and　mechanical　properties　of　curved　bolt　connections.　In　this　paper,　curved　bolt　connections　with　UHPC　grout　and　CFRP　tendons　(UHPC-CFRP　connections)　for　PCPs　were　proposed.　Prediction　models　for　the　flexural　capacity,　cracking　moment,　and　deflection　of　UHPC-CFRP　connections　were　proposed.　Full-scale　flexural　tests　were　carried　out　to　study　their　working　mechanism,　and　their　flexural　performances　were　compared　with　those　of　ordinary　curved　bolt　connections.　Three-dimensional　finite-element　numerical　models　were　developed,　and　the　influences　of　important　design　factors　on　flexural　capacity　were　discussed.　Both　experimental　and　numerical　results　showed　that　the　flexural　behavior　of　the　PCPs　with　UHPC-CFRP　connections　is　more　desirable　than　that　of　curved　bolt　connections　with　ordinary　materials.　The　improved　models　are　effective　for　predicting　the　flexural　response　of　PCPs　with　UHPC-CFRP　connections.　©　2024　American　Society　of　Civil　Engineers.