This　paper　experimentally　investigated　the　monotonic　and　cyclic　compressive　behavior　of　concrete　confined　with　hybrid　carbon　fiber-reinforced　polymer　(CFRP)　and　large　rupture　strain　(LRS)　FRP.　A　total　of　34　concrete　cylinders　wrapped　by　FRP　were　prepared　and　tested　under　monotonic/cyclic　axial　compression.　The　effects　of　FRP　types　and　thickness　on　the　failure　mode,　efficiency　factor,　hybrid　effect,　stress-strain　response,　and　energy　dissipation　were　carefully　investigated.　Test　results　verified　that　the　hybrid　confinement　mechanism　can　fully　utilize　the　advantages　of　both　types　of　FRP　and　avoid　their　essential　shortcomings.　LRS　FRP　effectively　improved　the　utilization　of　CFRP　and　increased　the　deformation　and　energy　dissipation　capacity　of　concrete.　Hybrid　inner　CFRP　and　outer　LRS　FRP　serve　as　a　confinement　device　that　can　achieve　a　progressive　failure　mechanism　for　concrete.　In　addition,　an　analysis-oriented　model　was　developed　and　constructed　to　simulate　the　monotonic　stress-strain　behavior　of　hybrid-wrapped　concrete.　This　analysis-oriented　model　focuses　on　the　lateral　stressstrain　relationship　and　the　localized　CFRP　fracture　effect.　Finally,　a　cyclic　stress-strain　model　of　hybridwrapped　concrete　was　developed　using　the　analysis-oriented　model　as　an　envelope　model.　The　proposed　model　can　accurately　capture　monotonic/cyclic　stress-strain　behaviors.