This　paper　is　concentrated　on　the　behaviors　of　five　different　types　of　fiber　reinforced　concrete　(FRC)　in　uniaxial　tension　and　flexural　impact.　The　complete　stress-strain　responses　in　tension　were　acquired　through　a　systematic　experimental　program.　It　was　found　that　the　tensile　peak　strains　of　concrete　with　micro　polyethylene　(PEF)　fiber　are　about　18-31%　higher　than　that　of　matrix　concrete,　those　for　composite　with　macro　polypropylene　fiber　is　40-83%　higher　than　that　of　steel　fiber　reinforced　concrete　(SFRC).　The　fracture　energy　of　composites　with　micro-fiber　is　23-67%　higher　than　that　of　matrix　concrete;　this　for　macro　polypropylene　fiber　and　steel　fiber　FRCs　are　about　150-210%　and　270-320%　larger　than　that　of　plain　concrete　respectively.　Micro-fiber　is　more　effective　than　macro-fiber　for　initial　crack　impact　resistance;　however,　the　failure　impact　resistance　of　macro-fiber　is　significantly　larger　than　that　of　micro-fiber,　especially　macro-polypropylene-fiber.