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Friction Losses in Prestressed Steel by Equivalent Load Method
[摘要]

A new approach to friction loss calculations in prestressed steel is presented. Tendon profile is converted into equivalent external loads as in load balancing. Friction  forces are then obtained by  multiplying the normal components of equivalent loads by the coefficient of friction. The method is applicable for any measurable curvature,  intended or unintended. Losses can be calculated for intermediate points along the length of the tendon as well as the total length. The approach gives very close results with the classical friction loss method.

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[效力级别]  [学科分类] 建筑学
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