This　paper　proposes　a　concept　of　layered　fiber　reinforced　concrete　(LFRC)　beam.　In　the　concept　of　a　LFRC　beam,　low-modulus　fiber　and　high-modulus　fiber　are　randomly　dispersed　and　uniformly　distributed　into　the　concrete　matries　of　the　compression　and　tension　zones,　respectively.　The　static　behaviors　of　LFRC　beam　are　investigated　from　both　experimental　and　numerical　aspects.　Four-point　bending　tests　are　performed　on　two　simply　supported　T-shaped　LFRC　beam　specimens　and　an　ordinary　T-shaped　RC　beam　specimen　with　large　scales.　Comparison　between　the　testing　results　of　LFRC　and　RC　beam　specimens　shows　that　the　initial　cracking　load,　flexural　toughness　and　post-yielding　stiffness　of　a　LFRC　beam　can　be　significantly　improved,　but　the　ultimate　loads　are　nearly　without　change.　Numerical　simulations　are　also　carried　out　to　investigate　the　static　behaviors　of　the　LFRC　beam　specimens.　It　is　found　that　the　simulation　results　are　agreed　well　with　that　of　tests.　Further　numerical　parameter　analysis　for　the　LFRC　beam　specimens　is　conducted.　The　effects　of　high-modulus　fiber　volume　fraction　on　the　static　behaviors　of　LFRC　beams　are　studied.　The　research　results　show　that　the　additions　of　high-modulus　fibers　have　little　effect　on　the　initial　stiffness,　yielding　loads　and　ultimate　loads　of　LFRC　beams;　both　the　load　and　displacement　at　the　initial　cracking　point　increase　linearly　with　the　increasing　volume　fraction　of　the　high-modulus　fiber,　but　both　the　yielding　displacement　and　ultimate　displacement　decrease　linearly　with　the　increasing　volume　fraction　of　the　high-modulus　fiber.