This　paper　presents　an　experimental　study　on　flexural　bearing　capacity　of　a　damaged　two-span　reinforced　concrete　(RC)　beam　strengthened　with　one　layer　carbon-fiber　reinforced-polymer　(CFRP)　sheets　bonded　with　an　inorganic　adhesive.　The　beam　was　subjected　to　a　mid-span　point　flexural　test　under　load　control.　The　flexural　strength,　ultimate　states　and　load-deflection　curve　at　mid-span　of　test　beam　were　obtained.　The　failure　mode　is　that　yielding　of　the　tensile　longitudinal　steel　bars　followed　by　CFRP　sheets　broken　in　tension.　The　plane-section　assumption　is　applicable.　The　experimental　results　show　that　it　is　feasible　to　strengthen　RC　beams　with　CFRP　sheets　bonded　with　the　inorganic　resin.　Practical　calculation　method　of　the　flexural　behavior　of　damaged　RC　continuous　beams　strengthened　with　the　inorganic　matrix　CFRP　sheets　is　established,　which　is　good　agreement　with　experimental　results　with　reasonable　reliability.