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Showing 1 to 3 of 3 for “"camber growth"”.

  1. Unbonded Monostrands for Camber Adjustment

    Prestressed concrete structural members camber upwards or downwards depending upon the location of application of prestress force. Identical members do not camber equally due to variability of the factors influencing it. Differential camber in the beams, if significant, results in excessively tall …

    vt Repository record for Unbonded Monostrands for Camber Adjustment (opens in a new tab)

  2. Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams

    Accurate camber prediction in prestressed concrete bridge beams is important to all parties involved in bridge design and construction. Many current prestress loss prediction methods, necessary for proper camber calculation, were developed many years ago and are predicated on assumptions that may …

    vt Repository record for Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams (opens in a new tab)

  3. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders

    … length, development length, prestress loss, camber, and flexural capacity are satisfactory for use with fully-bonded, pretensioned flexural members consisting of HSLWC and to make recommendations for improvements where necessary. Twelve high strength pretensioned beams of variable unit weight …

    vt Repository record for Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders (opens in a new tab)