A　novel　connection　of　precast　bridge　deck　panels(PCDPs)　was　proposed　for　fully　prefabricated　bridges　based　on　the　superior　mechanical　properties　of　high-performance　materials,　such　as　ultra-high　performance　concrete　(UHPC)　and　carbon　fiber　reinforced　polymer　(CFRP)　tendons.　This　connection　meets　the　demand　for　rapid　construction　of　bridge　superstructures.　Static　and　fatigue　tests　on　13　specimens　were　conducted.　Damage　patterns　of　PCDPs　with　high　performance　connections　were　revealed.　The　degenerative　laws　of　mechanical　properties　indexes　under　fatigue　were　analyzed.　In　addition,　analytical　models　of　bearing　capacity　and　deflection　under　static　load　were　proposed,　and　the　improved　deflection　calculation　method　and　damage　function　considering　the　fatigue　effect　were　presented　as　well.　Experimental　results　indicate　that　desirable　failure　modes　of　PCDPs　with　high　performance　connections　under　moment　and　shear　were　observed.　The　bearing　capacity　of　the　proposed　connections　can　be　effectively　inproved　by　increasing　the　quantity　of　welded　studs　and　the　distance　of　anchorage.　The　trends　of　deflection,　stiffness,　and　energy　dissipation　after　different　fatigue　cycles　include　three　stages:　rapid　development　of　fatigue　damage,　slow　accumulation　of　damage,　and　failure　stage.　The　improved　analytical　models　of　bearing　capacity　and　deflection　have　high　accuracy　compared　with　the　test　data.　The　proposed　fatigue　damage　function　and　fatigue　deflection　calculation　method　are　able　to　effectively　evaluate　the　deflection　and　damage　degree　of　the　PCDPs　with　high　performance　connections.　To　further　validate　the　reliability　of　proposed　connections　and　analytical　models,　more　specimens　will　be　used　and　analyzed　in　future　studies.　©　2023　Editorial　Office　of　China　Civil　Engineering　Journal.　All　rights　reserved.