Sixteen　full-scale　recycled　aggregate　concrete　(RAC)　beams　were　cast　and　tested　to　study　their　time-dependent　behavior　under　long-term　loading.　The　test　parameters　include　the　replacement　rate　of　the　recycled　coarse　aggregates　(RCAs),　the　replacement　rate　of　the　recycled　fine　aggregates　(RFAs),　the　concrete　strength,　and　the　stress　ratio.　The　influence　of　the　above　variables　on　the　deflection　and　stiffness　is　discussed.　The　results　show　that　the　RCAs　will　increase　the　deflection　of　the　specimen　at　a　low　stress　ratio;　at　a　high　stress　ratio,　the　beams　will　experience　nonlinear　creep,　and　the　deflection　of　the　specimen　will　be　affected　by　the　RCAs　and　the　stress　ratio.　The　RFAs　have　a　substantial　influence　on　the　time-dependent　behavior　of　the　specimen,　and　the　deflection　of　the　specimen　with　100%　replacement　of　recycled　aggregates　can　increase　by　30%;　the　strength　of　the　concrete　does　not　have　a　substantial　influence　on　the　time-dependent　behavior　of　the　specimen;　and　the　stress　ratio　has　an　influence　on　the　initial　deflection　of　the　specimen.　A　deflection　calculation　formula　is　established　based　on　the　stress-strain　relationship　of　the　beam　under　long-term　loading　and　the　characteristics　of　the　RAC.　The　calculation　results　are　in　good　agreement　with　the　test　results.