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Showing 1 to 2 of 2 for “"post tension"”.

  1. Validation of the deck behaviour due to post-tension loading of Ashton arch bridge

    … structural behaviour of the tie-beams, after the post-tensioning construction stage. This objective was achieved by validating selected finite element model parameters with field conducted tests. The input parameter, which is the prestress loading onto the structure, was validated with tendon …

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