High-performance　concrete　(HPC)　shows　obvious　autogenous　shrinkage　in　the　early　stage.　In　actual　engineering,　the　interior　of　HPC　undergoes　a　variable　temperature　evolution,　and　the　impact　of　variable　temperature　conditions　on　the　autogenous　shrinkage　of　HPC　is　unclear.　This　paper　examines　the　impact　of　different　curing　temperatures　on　the　material　properties　of　HPC,　as　well　as　the　evolution　of　HPC　autogenous　shrinkage.　Three　measured　temperature　histories　and　four　constant　temperatures　were　used　as　curing　conditions.　Additionally,　an　HPC　autogenous　shrinkage　prediction　model　was　established　considering　the　impact　of　curing　temperature.　The　test　results　indicate　that　the　compressive　strength　and　elastic　modulus　of　HPC　increase　with　increasing　curing　temperature.　Furthermore,　there　is　a　significant　increase　in　the　autogenous　shrinkage　rate　of　HPC　as　the　curing　temperature　increases.　Existing　maturity　methods　overestimate　the　impact　of　temperature　on　the　autogenous　shrinkage　process　of　HPC.　The　proposed　autogenous　shrinkage　prediction　model　enhances　the　accuracy　in　predicting　the　autogenous　shrinkage　of　HPC　under　constant　and　variable　curing　temperature　conditions.　©　2024　Elsevier　Ltd