This　paper　aims　to　evaluate　the　elastic　modulus　and　Poisson　ratio　of　fiber　reinforced　concrete　with　homogenization　theory　and　finite　element　simulation.　A　theoretical　model　for　predicting　the　elastic　modulus　and　Poisson　ratio　of　fiber　reinforced　concrete　was　established　by　homogenization　theory.　Firstly,　the　elastic　tensor　matrix　of　unidirectional　distribution　fiber　reinforced　concrete　composites　was　solved　by　the　composite　cylinder　model　and　Ruess　series　model,　and　then　the　elastic　tensor　matrix　of　random　distribution　of　fiber　reinforced　concrete　composites　was　obtained　based　on　the　probability　density　function　of　fiber　distribution.　Finally,　the　elastic　modulus　and　Poisson　ratio　of　fiber　reinforced　concrete　were　obtained　based　on　the　elastic　tensor　matrix.　In　addition,　according　to　the　related　parameters　of　experiment,　the　random　distribution　meso-model　of　fiber　reinforced　concrete　was　established　using　MATLAB　software,　and　then　the　axial　compression　of　fiber　reinforced　concrete　was　stimulated　using　Abaqus.　The　simulation　values　of　elastic　modulus　and　Poisson　ratio　of　fiber　reinforced　concrete　were　obtained.　By　comparison,　it　was　found　that　the　homogenization　theoretical　predicted　value,　the　finite　element　simulation　value　and　the　macroscopic　experiment　value　were　in　good　agreement,　which　verified　the　accuracy　of　the　homogenization　theoretical　model　and　the　finite　element　model.　(C)　2018　Elsevier　Ltd.　All　rights　reserved.