Carbon　fiber-reinforced　polymer　(CFRP)　tendons　are　gaining　significant　interest　in　the　construction　industry　owing　to　their　high　corrosion　resistance.　Full-depth　precast　concrete　deck　panels　(PCDPs)　with　connections　provide　advantages　for　accelerating　the　construction　of　superstructures,　such　as　minimizing　traffic　interruption　and　improving　construction　quality.　The　influences　of　the　connection　configuration　on　the　mechanical　properties,　convenience　of　construction,　and　economic　cost　of　PCDPs　are　the　focus　issues　to　be　concerned.　The　poor　durability　of　connection　materials　also　hinders　the　practical　application　of　full-depth　PCDPs.　In　this　paper,　a　novel　high-performance　connection　for　PCDPs　was　proposed,　taking　ultrahigh-performance　concrete　(UHPC)　and　CFRP　strand　as　grout　material　and　post-tensioned　tendon,　respectively.　The　high-performance　connection　has　high　strength　and　durability.　Four-point　bending　experiments　were　conducted　to　investigate　the　flexural　performance　of　PCDPs　with　the　proposed　novel　connection,　including　failure　mode,　moment-deflection　curve,　capacity,　ductility,　and　working　mechanism.　Moreover,　the　numerical　simulations　were　carried　out　to　evaluate　the　impacts　of　parameters　on　the　flexural　capacity　in　Abaqus　software.　An　improved　analytical　model　was　put　forward　to　predict　the　balanced　CFRP　tendon　ratio　and　flexural　capacity　of　PCDPs.　The　results　show　that　it　is　ductile-control　for　the　failure　mode　of　PCDPs　with　high-performance　connections.　The　flexural　capacity　is　significantly　improved　with　the　increased　quantity　of　welded　studs,　initial　tendon　stress,　concrete　strength,　and　anchorage　spacing.　The　proposed　connections　could　effectively　promote　the　behavior　and　durability　of　PCDPs.