In　this　paper,　a　parallel　homogenization　model　for　recycled　concrete　was　proposed.　A　new　type　of　finite　element　method,　the　base　force　element　method,　based　on　the　complementary　energy　principle　and　the　parallel　homogenization　model,　is　used　to　conduct　meso-level　damage　research　on　recycled　concrete.　The　stress-strain　softening　curve　and　failure　mechanism　of　the　recycled　concrete　under　uniaxial　tensile　load　are　analyzed　using　the　nonlinear　damage　analysis　program　of　the　base　force　element　method　based　on　the　parallel　homogenization　model.　The　tensile　strength　and　destructive　mechanisms　of　recycled　concrete　materials　are　studied　using　this　parallel　homogenization　model.　The　calculation　results　are　compared　with　the　results　of　the　experiments　and　meso-level　random　aggregate　model　analysis　methods.　The　research　results　show　that　this　parallel　homogenization　analysis　method　can　be　used　to　analyze　the　nonlinear　damage　analysis　of　recycled　concrete　materials.　The　tensile　strength,　stress-strain　softening　curve,　and　crack　propagation　process　of　recycled　concrete　materials　can　be　obtained　using　the　present　method.