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Volume 52 Issue 10
Oct.  2022
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LIU Hanjing, ZHAO Dongfu, YANG Xinguang. Prediction and Analysis for Time Limits of Prestress Loss Based on Genetic Algorithms[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 39-45. doi: 10.13204/j.gyjzG22060906
Citation: LIU Hanjing, ZHAO Dongfu, YANG Xinguang. Prediction and Analysis for Time Limits of Prestress Loss Based on Genetic Algorithms[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 39-45. doi: 10.13204/j.gyjzG22060906

Prediction and Analysis for Time Limits of Prestress Loss Based on Genetic Algorithms

doi: 10.13204/j.gyjzG22060906
  • Received Date: 2022-06-09
    Available Online: 2023-03-22
  • Shrinkage and creep of concrete, and relaxation of prestressed tendons will cause loss of prestress, and which then affect long-term performances of prestressed concrete structures. The calculated values of long-term prestress loss obtained according to existing specifications are quite different from actual measured values, therefore, a inversion and prediction method for parameters of long-term prestress loss based on the multi-population genetic algorithm was proposed. The method was used to analyze parameter sensitivity to influence calculation results of long-term prestress loss by methods of specificetions of JTG 3362-2018 and ACI 209-1992. A loss curve in good agreement with measureng values of long-term prestress loss was obtained through inversion analysis for sensitive parameters by the muti-population genetic algorithan, which verified the feasibility and accuracy of the method. Simul taneously, the long-term prestress loss subjected to tensioning for 30 years calculated by the above two specifications was predicted respectiverly, which were 9.5% and 9.2%.
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