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To study the serviceability of ultra-high performance concrete (UHPC) beams reinforced with high strength steel bars, the flexural properties of six UHPC beams were tested. Then the change law of load-deflection of the UHPC beam was concluded, the cracking moment, the short term stiffness and cracking width, and the calculation methods were summarized. Based on the code for design of concrete structures (GB 50010-2010), the cross sectional plastic coefficient influencing the regression equation of UHPC beam's cracking moment was concluded, the rebar nonuniform coefficient of UHPC beam, the internal lever arm coefficient of cracking cross section, and the average integrated strain coefficient were ascertained to calculate the beam's short term stiffness. The beam's short term stiffness was calculated and compared, based on the adjusted calculating method for steel fiber reinforced concrete. In addition, a modified cracking width calculation formula was generated. ©, 2015, Editorial Board of Journal of HEU. All right reserved.
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