The　bond　characteristics　between　reinforcement　and　self-compacting　concrete　were　analyzed　experimentally.　The　tests　were　conducted　on　two　series　of　28　self-compacting　concrete　specimens　including　concrete　strength　and　workability.　All　specimens　were　pulled　out　by　an　electro　hydraulic　servo　device.　Influence　laws　such　as　ultimate　bond　strength　(τu),　each　stage　bond　stiffness　(K1,　K2,　K3)　and　degradation　rate　(λ)　were　obtained　under　every　parameter.　Based　on　the　results　and　applicability,　the　regression　equation　for　bond-slip　relationship　was　obtained　and　was　validate　by　test　results.　The　regression　equation　agrees　well　with　the　test　results.　The　research　results　can　help　to　engineering　design　and　scientific　research.