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- W2342551009 abstract "A wind turbine monopile usually consists of a “grout joint” that connects the pile with the sleeve and supports the wind turbine. The pile is misaligned frequently when driven into the seabed. The grout corrects the alignment of the sleeve and pile when the sleeve is installed. Nevertheless, the destruction of the concrete remains critical. This article focuses on the damage behaviour of the grout joints and proposes concepts for strengthening joints. The failure location and the maximum stress determined from a static numerical analysis are first discussed. To strengthen the traditional grout joint, two modified joints were designed, constructed, and compared with the traditional joint. Both numerical and experimental three-point bending tests of a small-scale monopile foundation were performed. Crack opening distances at the joint location of the specimens and the ultimate forces of the tests were measured and compared. The proposed modified grout joint demonstrates improved static load-carrying capabil..." @default.
- W2342551009 created "2016-06-24" @default.
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- W2342551009 date "2016-01-29" @default.
- W2342551009 modified "2023-10-08" @default.
- W2342551009 title "Design and static analysis of improved grout joint of offshore monopile foundation" @default.
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- W2342551009 doi "https://doi.org/10.1080/17445302.2015.1131081" @default.
- W2342551009 hasPublicationYear "2016" @default.
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