Experiment Study on the Durability of Geotechnical Prestressed Anchorage Structure under Cyclic Loading

Abstract:

Based on the analysis of the pretension force influence factors for geotechnical prestressed anchorage cables that are used in a practical engineering, the cyclic loading characteristics of prestressed force long-term variation is revealed, and the conception of large and small cycles of prestressed force variety are also put forward. Based on these analysis, a device for the fatigue failure test and the corresponding test methods are manufactured and developed to analyze the durability problem of the inner bond section of prestressed anchorage structure under repetitive loading and cyclic loading. In the experiment, the means of indoor similar model test is adopted, in which the different loading scheme and loading amplitude were taken into account. According to the test results, the fatigue failure regularities of inner bond section for geotechnical prestressed anchorage structure are revealed.

• Periodical: Applied Mechanics and Materials (Volumes 90-93)
• Pages: 201-207
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.90-93.201
• Online since: September 2011
• Authors: Si Feng Zhang, Xiu Guang Song, Yan Mei Li
• Keywords: Cyclic Loading, Durability, Geotechnical Anchorage Structure, Model Test, Prestressed Force Fluctuation

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