In addition to the difference between early bridge design specifications and new loads, all of these cause the carrying capacity of built prestressed concrete bridge fell and reducing the durability issues.
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I cannot thank them enough to help out at the last minute and deliver the work in the short deadline. Ultimately based on the actual structure residual stiffness of the bridges to complete the whole calculation of load capacity, promote the carrying capacity of prestressed bridges value detection process.
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Based on the traditional static load test performance parameters, use commonly transverse distribution coefficient method as analytical tools, proposed two methods, which are the stiffness decomposition based on the absolute deflection without considering the influence from calibration coefficients and the stiffness decomposition based on the deflection ratio with considering the influence from calibration coefficients.
According to the specification of the carrying capacity method of prestressed concrete bridge, increase the uncracked tensile zone of concrete contribution to the stiffness of the cross section. In case your paper specifications are extra-ordinary, choose this option and then explain what you need exactly in a Paper Instructions field.
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