The　ductility　of　reinforced　concrete　structures　is　often　determined　by　the　ductility　of　post-yield　deformed　rebar.　However,　to　date,　few　studies　have　been　conducted　on　the　bond　behavior　of　post-yield　deformed　rebars　embedded　in　ultra-high　performance　concrete　(UHPC).　Therefore,　a　pull-out　test　was　conducted　to　investigate　the　effects　of　the　cover,　embedded　length,　and　steel　fiber　on　the　bond　behaviors　between　UHPC,　and　pre-and　post-yield　deformed　rebars.　The　test　results　showed　that　a　50%　increase　in　the　bond　strength　could　be　obtained　when　the　cover　was　increased　from　1d　to　2d,　where　d　is　the　diameter　of　the　deformed　rebar.　As　the　anchorage　length　was　increased　from　2.5d　to　5d,　the　bond　strength　decreased　by　approximately　50%.　Meanwhile,　the　bond　strength　increased　by　126%　with　an　increase　in　steel　fiber　content　from　0　to　2%.　To　predict　the　bond　strength　of　the　pre-and　post-yield　deformed　rebar　embedded　in　UHPC,　a　modified　thick-walled　cylinder　model　was　pro-posed.　Subsequently,　the　distribution　of　the　bond　stress　along　the　embedded　length　was　revealed,　and　the　po-sition　function　was　provided.　Finally,　the　bond　stress-slip　model　including　the　anchorage　position　function　provides　an　insight　into　the　bond　stress　between　UHPC　and　deformed　rebars.