This　paper　presents　an　integrated　computational-experimental　approach　for　evaluating　recovered　fracture　strength　after　light-healing　of　graphite-modified　asphalt　mixture　beams.　The　cyclic　fracture　and　light-healing　tests　were　conducted　to　measure　the　recovered　fracture　strength　of　the　asphalt　mixture　samples　as　reported　in　another　paper.　A　two-dimensional　(2D)　multiphase　bilinear　cohesive　zone　model　(CZM)　was　employed　to　predict　the　original　and　recovered　fracture　strength　of　the　asphalt　mixture　samples.　The　digital　image　correlation　(DIC)　method　was　used　to　analyze　the　crack　displacement　variation　of　the　samples　during　the　fracture　and　light-healing　processes.　The　relative　strain　ratio　from　DIC,　originally　measured　fracture　energy,　and　peak　separation　stress　were　combined　to　calibrate　the　recovered　fracture　energy　of　beams　after　light-healing　processes.　Two　input　parameters,　calibrated　fracture　energy　and　peak　separation　stress,　were　used　to　simulate　the　sample　fracture　behavior　and　predict　the　recovered　fracture　strength.　The　relative　difference　of　the　fracture　strength　between　the　simulation　and　experiments　was　calculated　to　validate　the　2D　bilinear　CZM　simulation.　The　results　indicated　that　the　CZM　with　calibrated　fracture　energy　and　measured　peak　stress　is　capable　of　predicting　the　recovered　fracture　strength　after　fracture　and　light-healing　cycles.　(C)　2016　American　Society　of　Civil　Engineers.