Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/80502
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dc.contributor.authorZhang, MYen_US
dc.contributor.authorKuang, Zen_US
dc.contributor.authorBai, XYen_US
dc.contributor.authorChen, XYen_US
dc.date.accessioned2019-03-26T09:17:34Z-
dc.date.available2019-03-26T09:17:34Z-
dc.date.issued2018-
dc.identifier.citationMathematical problems in engineering, 2018, 6424791, p. 1-10en_US
dc.identifier.issn1024-123X-
dc.identifier.urihttp://hdl.handle.net/10397/80502-
dc.description.abstractBuilding anti-floating anchors have been increasingly used in recent years, but conventional steel anchors under service conditions are easily subjected to chemical erosion. Glass fiber reinforcement polymer (GFRP) is a promising solution to this problem. In this study, field pullout tests were conducted on three full instrumented GFRP anti-floating anchors in weathered granite. Specifically, the GFRP anchors during pultrusion were innovatively embedded with bare fiber Bragg grating (FBG) sensors to monitor the axial force distribution along depth. It was found that the embedded FBG could reliably monitor the axial force distribution of GFRP anchors. The ultimate pullout force of a GFRP anchor with diameter of 28 mm and anchorage length of 5 m was up to 400 kN. The GFRP anchor yielded at 0.8 m underground. Force distribution and field photos at failure indicated shear failure occurred at the anchor/bolt interface at the end of the tests. The feasibility of the GFRP anti-floating anchor was also verified in civil engineering. Finally, an elastic mechanical model and Mindlin's displacement solution are used to get distribution functions of axial force and shear stress along the depth, and the results accord with the test results.en_US
dc.description.sponsorshipDepartment of Civil and Environmental Engineeringen_US
dc.language.isoenen_US
dc.publisherHindawi Publishing Corporationen_US
dc.relation.ispartofMathematical problems in engineeringen_US
dc.rightsCopyright © 2018 Ming-yi Zhang et al.This is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Zhang, M. Y., Kuang, Z., Bai, X. Y., & Chen, X. Y. (2018). Pullout behavior of GFRP anti-floating anchor based on the FBG sensor technology. Mathematical Problems in Engineering, 6424791, 1-10 is available at https://dx.doi.org/10.1155/2018/6424791en_US
dc.titlePullout behavior of GFRP anti-floating anchor based on the FBG sensor technologyen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1-
dc.identifier.epage10-
dc.identifier.doi10.1155/2018/6424791-
dc.identifier.isiWOS:000455632000001-
dc.identifier.scopus2-s2.0-85059950298-
dc.identifier.eissn1563-5147-
dc.identifier.artn6424791-
dc.description.validate201903 bcrc-
dc.description.oapublished_final-
Appears in Collections:Journal/Magazine Article
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