Bond　behavior　between　steel　bars　and　concrete　is　likely　to　be　significantly　degraded　after　exposure　to　high　temperatures　in　a　fire,　which　will　influence　the　residual　strength　of　the　reinforced　concrete　(RC)　member　and　the　selection　of　appropriate　repair　and　strengthening　solutions.　This　paper　presents　an　analytical　model　for　predicting　the　bond　behavior　between　steel　bars　and　concrete　after　exposure　to　high　temperatures.　The　concrete　cover　around　the　steel　bar　is　considered　as　a　thick-walled　cylinder　whose　inner　surface　is　subjected　to　uniform　pressure.　The　cylinder　is　further　divided　into　a　partially　cracked　interior　portion　and　an　uncracked　outer　portion　under　a　pull-out　loading.　The　tensile　softening　behavior　of　the　cracked　interior　portion　and　the　material　property　degradations　of　steel　and　concrete　after　exposure　to　high　temperatures　are　considered.　The　proposed　model　has　demonstrated　its　accuracy　and　reliability　in　predicting　the　residual　bond　strengths　of　steel　bars　by　comparing　the　analytical　predictions　with　pull-out　tests　results　from　the　literature.　A　local　bond-slip　relationship　is　then　established　and　used　in　a　finite　element　analysis.　The　finite　element　results　are　then　compared　with　measured　load-displacement　curves　that　were　obtained　from　pull-out　tests　in　the　literature,　providing　a　verification　to　the　proposed　bond-slip　constitutive　law.