Precast　concrete　deck　panels　(PCDPs)　are　gradually　applied　in　accelerated　bridge　construction　(ABC)　to　achieve　the　goal　of　the　fully　prefabricated　bridge.　The　joints　between　PCDPs　are　vulnerable　under　complicated　stress　state.　The　mechanical　properties,　feasibility　of　construction,　and　durability　of　joints　are　the　focus　to　be　investigated.　This　study　proposed　an　innovative　joint　for　PCDPs　with　high　performance　materials,　including　ultra-high　performance　concrete　(UHPC)　and　carbon　fiber-reinforced　polymer　(CFRP).　The　shear　behavior　of　the　novel　joint　was　investigated　on　full-scale　PCDPs　via　the　static　monotonic　experiment.　In　addition,　the　3D　finite　element　numerical　models　were　established　to　study　the　shear　behavior,　failure　mechanism　and　influencing　parameters　of　the　proposed　joints　in　PCDPs.　Furthermore,　the　analytical　models　to　predict　the　shear　capacity　of　the　proposed　joints　were　developed.　The　results　show　that　the　proposed　joints　exhibit　more　reasonable　failure　mode　and　possess　superior　deformation　ability　compared　to　conventional　joints.　The　initial　stress　and　anchorage　distance　of　CFRP　tendons　have　obvious　effect　on　the　shear　capacity.　The　proposed　analytical　model　is　able　to　accurately　evaluate　the　shear　capacity　of　the　high　performance　joints　for　PCDPs.　This　study　offers　a　novel　joint　type　and　provides　guidance　for　the　design　of　PCDPs.