The　purpose　of　this　study　was　to　achieve　a　comprehensive　understanding　of　the　compressive　behavior　of　FRP-confined　concrete　cylinders　and　the　applicability　of　existing　confinement　models.　A　total　of　1　049　groups　of　experimental　results　of　conventional　fiber-reinforced　polymer　(FRP)　or　large　rupture　strain　(LRS)　FRP-wrapped　normal　concrete,　high-strength　concrete,　ultrahigh-performance　concrete,　recycled　aggregate　concrete,　seawater　sea-sand　concrete,　and　engineered　cementitious　composite　with　unconfined　concrete　strength　in　the　range　of　6.2-188.2　MPa　were　assembled.　Based　on　data　analysis,　a　prediction　equation　for　the　FRP　hoop　rupture　strain　reduction　coefficient　with　higher　accuracy　was　formulated　using　the　least-squares　method.　The　effects　of　the　FRP　type　and　the　concrete　strength　and　type　on　the　peak　strength　and　ultimate　strain　were　studied.　The　results　show　that　at　a　given　actual　confinement　ratio,　the　FRP　type　has　a　negligible　effect　on　the　peak　strength　but　has　a　significant　effect　on　the　ultimate　strain.　LRS　FRP　can　significantly　improve　the　ductility　of　confined　cylinders,　which　is　more　suitable　for　the　seismic　reinforcement　of　bridge　piers.　The　increase　in　concrete　strength　reduces　the　confinement　effectiveness　of　the　FRP,　resulting　in　a　relatively　small　enhancement　ratio　of　the　peak　strength　and　ultimate　strain.　Compared　with　other　types　of　concrete　with　the　same　compresive　strength,　the　confined　high　ductile　engineered　cementitious　composite　has　a　lower　strength　enhancement.　Finally,　the　prediction　effect　on　the　peak　strength　and　ultimate　strain　of　the　existing　confinement　models　was　evaluated　using　the　average　absolute　error　(AAE),　mean　(M),　and　standard　deviation　(SD).　A　unified　confinement　model　considering　the　FRP　type　and　the　concrete　strength　and　type　is　proposed.　The　AAE　values　of　peak　strength　and　ultimate　strain　predictions　obtained　by　the　proposed　model　are　0.13　and　0.31,　respectively.　This　model　can　serve　as　a　simplified　formula　to　estimate　the　peak　strength　and　ultimate　strain　of　various　types　of　concrete　confined　with　FRP.　©　2022,　Editorial　Department　of　China　Journal　of　Highway　and　Transport.　All　right　reserved.