PurposeThis　paper　is　the　first　attempt,　to　the　best　of　the　authors＇　knowledge,　to　examine　the　non-linear　blast-induced　dynamic　responses　of　functionally　graded　graphene　platelets-reinforced　composite　(FG-GPLRC)　porous　cylindrical　panels　in　thermal　environments.MethodsThe　mechanical　properties　of　porous　FG-GPLRC,　including　the　modulus　of　elasticity,　mass　density,　coefficients　of　thermal　expansion,　and　Poisson＇s　ratio,　are　determined　by　using　the　Halpin-Tsai　micromechanical　model,　the　extended　rule　of　mixtures,　and　the　open-cell　metal　foam　model.　The　first-order　shear　deformation　theory,　the　von　Karman　geometric　non-linearity,　and　the　standard　Lagrange　equations　are　applied　to　derive　the　equations　governing　the　motion　the　FG-GPLRC　porous　cylindrical　panels.　Navier＇s　solution　is　used　to　model　the　immovable　and　simply　supported　boundary　conditions　of　the　cylindrical　panels.　The　Newmark-beta　scheme　for　direct　integration　and　the　Newton-Raphson　iterative　technique　were　used　to　obtain　the　non-linear　dynamic　responses　of　the　FG-GPLRC　porous　cylindrical　panels　when　they　were　subjected　to　various　blast-induced　loads　in　a　thermal　environment.Results　and　ConclusionsA　parametric　study　is　performed　and　indicates　that　the　dependence　of　the　properties　of　the　material　on　the　temperature　influenced　both　the　matrix　and　the　GPLs,　and　thus　had　a　significant　influence　on　the　non-linear　dynamic　responses　of　the　structure.　Enhanced　structural　performance　can　be　achieved　by　either　dispersing　more　GPLs,　or　introducing　denser　pores　near　the　upper　and　lower　surfaces　of　the　structure.