Steel–polypropylene　hybrid　fiber　reinforced　concrete　(SPHFRC)　is　a　class　type　of　concrete　material　that　shows　superior　performance　and　is　noticing　increasing　engineering　applications　around　the　world.　The　effect　of　cyclic　loading　and　chloride-induced　corrosion　on　the　bond　performance　between　the　corroded　reinforcement　and　SPHFRC　is　less　understood,　which　is　important　for　the　design　of　SPHFRE　structures　especially　in　marine　zones.　In　this　work,　experimental　and　simulation　studies　are　carried　out　to　investigate　the　bond　behavior　of　SPHFRC.　A　total　of　65　specimens　with　different　fiber　volume　fractions,　corrosion　levels,　and　stirrup　confinement　are　tested　under　cyclic　loading.　The　failure　mode,　cyclic　bond　response,　effect　of　steel　fiber,　effect　of　corrosion,　effect　of　stirrups,　and　energy　dissipation　capacity　were　investigated　through　the　cyclic　loading　test.　An　observable　degradation　of　bond　performance　of　corroded　SPHFRC　in　terms　of　crack,　stiffness,　ultimate　strength,　and　energy　dissipation　capacity　was　obtained,　which　became　more　striking　as　the　corrosion　rate　increased.　A　three-dimensional　simulation　model　is　proposed　for　capturing　the　cyclic　bond　degradation　of　SPHFRC　structures　within　an　acceptable　range,　which　can　be　used　in　practice　engineering.　©　The　Author(s),　under　exclusive　licence　to　RILEM　2024.