The　peridynamic　method　has　emerged　as　an　invaluable　tool　for　studying　the　cracking　and　failure　mechanisms　in　reinforced　concrete　structures.　Original　peridynamic　motion　equations　and　parameters　are　derived　based　on　the　energy　equations　for　homogeneous　materials,　which　inadequately　address　the　complex　interactions　at　interfaces　of　heterogeneous　materials.　This　study　proposes　a　refined　interaction　model　for　material　points　in　the　interface　region,　grounded　in　the　bond-slip　mechanism　of　steel-to-concrete　interfaces.　An　interface　viscoelastic　peridynamic　method　for　reinforced　concrete　is　developed　by　combining　the　previously　proposed　viscoelastic　model.　The　micro-elastic　parameters　of　the　interface　are　determined　by　the　energy　density　equivalence　between　peridynamics　and　continuum　mechanics.　The　equivalence　between　the　horizon　radius　and　the　confined　wedge　radius　is　rigorously　established　by　analyzing　the　stress　distribution　in　the　concrete　confined　by　steel　ribs.　The　critical　stretch　constant　is　determined　based　on　the　peak　stress　of　the　interfacial　bond-slip　curve.　Validation　against　pull-out　tests　on　four　groups　of　reinforced　concrete　specimens　demonstrates　the　accuracy　of　the　developed　interface　peridynamic　method.　Further　numerical　tests　on　reinforced　concrete　members　under　various　conditions　show　that　the　proposed　peridynamic　method　accurately　captures　the　effects　of　rebar　diameter,　concrete　strength,　anchorage　length,　rib　spacing,　and　loading　rate　on　the　bond　behavior　at　the　reinforced　concrete　interface.