Grouted　corrugated　duct　connection　(GCDC)　is　an　effective　connection　method　for　prefabricated　structures.　To　facilitate　the　use　of　large-diameter　rebars　with　short　anchorage　length　in　prefabricated　canopies　on　the　railway　platform,　a　novel　Ultra　High-Performance　Concrete　(UHPC)filled　grouted　corrugated　duct　connection　(UGCDC)　was　proposed.　Tensile　experiments　were　conducted　on　specimens　using　the　anchorage　length,　the　grouting　material　type,　and　the　rebar　diameter　as　research　parameters　to　evaluate　the　tensile　performance　of　UGCDC.　The　influence　of　parameters　on　bearing　capacities,　failure　modes,　rebar　strains,　and　corrugated　duct　strains　was　compared　and　analyzed　to　reveal　the　force　transmission　mechanism　of　the　UGCDC.　Combining　experimental　results　and　theoretical　analysis,　a　simplified　equation　for　predicting　tensile　bearing　capacity　of　UGCDC　was　developed,　and　a　normalized　bond-slip　constitutive　relation　model　of　UGCDC　was　proposed.　The　results　indicate　that　UHPC　can　reduce　the　anchorage　length　of　rebar　due　to　its　superior　mechanical　properties,　and　the　large-diameter　(25　mm)　rebar　requires　a　critical　anchorage　length　with　10d.　The　proposed　model　can　predict　the　bond-slip　constitutive　relation　of　UGCDC　accurately.　Finally,　a　finite　element　model　considering　the　bond-slip　effect　was　established　by　using　the　normalized　bond-slip　model,　which　can　accurately　predict　the　forcedisplacement　curve　and　failure　mode　of　UGCDC.　Finally,　a　parameter　analysis　was　conducted　to　analyze　the　impact　of　rebar　position　and　adjacent　of　surrounding　rebars　on　the　tensile　performance　of　UGCDC.