The　bond　characteristics　between　self-compacting　concrete　and　reinforcement　are　worth　researching　due　to　material　constitution　and　no　need　of　vibration.　The　local　bond　characteristics　between　self-compacting　concrete　and　reinforcement　were　analyzed　experimentally　and　test　parameters　included　self-compacting　concrete　strength　and　loading　pattern.　The　tests　were　conducted　on　ten　specimens　under　monotonic　loading　and　ten　specimens　under　repeated　loading,　including　sixteen　self-compacting　concrete　specimens　and　four　common　concrete　specimens.　Reinforcement　of　all　specimens　was　pulled　out　by　electro　hydraulic　servo　device.　The　local　bond　stress　between　self-compacting　concrete　and　reinforcement　was　analyzed　including　bond　stress　uneven　coefficient　and　residual　bond　stress　distributions.　The　bond　stress　distribution　curve　shows　wavy　under　repeated　while　single　crest　under　monotonic　load.　The　bond　stress　distribution　is　more　uneven　with　concrete　strength　increasing　but　more　even　with　cyclic　loading　and　number　of　cycles　increasing.　When　each　level　unloading,　the　residual　bond　stress　is　larger　with　concrete　strength　increasing　and　its　distribution　range　transfers　to　free　end　with　cyclic　load　and　number　increasing.　The　bond　performance　between　self-compacting　concrete　and　reinforcement　is　a　little　better　than　normal　concrete.　Based　on　the　results,　the　regression　equations　for　local　bond　stress　position　function　under　monotonic　loading　and　repeated　loading　were　obtained　and　were　validated　by　test　results.　The　regression　equations　agree　with　the　test　results.