کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
311917 | 534157 | 2012 | 9 صفحه PDF | دانلود رایگان |

Application of pre-stress on strand wires inside a structure is a way to reinforce the low tensile strength of concrete and soil materials. After years in service, the strands may lose the pre-stress due to corrosion or other reasons endangering the whole structure. Since there is no accessibility to the strands inside the structure, any inspection should be conducted on the anchor head. In this study, elastic waves on the anchor head are numerically simulated. Parameters like the wave amplitude and propagation time are influenced by the stress of the strand wires which affects the contact between the threaded steel rod, and the surrounding anchor head influencing the acoustic impedance mis-match on the interfaces. The change of contact pressure between the strands and anchor head is simulated by modifying the rigidity of a model interphase material. Results are compared with experimental under different levels of pre-stress. Therefore, an easy and fast procedure for non-destructive inspection of the pre-stress load on the strands is discussed.
► Estimation of pre-stress of the metal rod by examination of the anchor head.
► Modeling of interfaces contact by varying the properties of an “interphase” material.
► Combination of experiment and simulation results for this subject is scarce in literature.
► Methodology enables easy assessment of pre-stressed structures and reduce the danger.
Journal: Tunnelling and Underground Space Technology - Volume 30, July 2012, Pages 55–63