2d axisymmetric abaqus impact simulations across velocities (Abaqus Inc)
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2d Axisymmetric Abaqus Impact Simulations Across Velocities, supplied by Abaqus Inc, used in various techniques. Bioz Stars score: 86/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
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other:Article Title: Design and static analysis of improved grout joint of offshore monopile foundation Article Snippet: Full Terms & Conditions of access and use can be found at http://www.tandfonline.com/action/journalInformation?journalCode=tsos20 Download by: [Gazi University] Date: 18 February 2016, At: 08:38 Ships and Offshore Structures ISSN: 1744-5302 (Print) 1754-212X (Online) Journal homepage: http://www.tandfonline.com/loi/tsos20 Design and static analysis of improved grout joint of offshore monopile foundation Yu-Hung Lin & Hsin-Haou Huang To cite this article: Yu-Hung Lin & Hsin-Haou Huang (2016): Design and static analysis of improved grout joint of offshore monopile foundation, Ships and Offshore Structures, DOI: 10.1080/17445302.2015.1131081 To link to this article: http://dx.doi.org/10.1080/17445302.2015.1131081 Published online: 29 Jan 2016.. Submit your article to this journal Article views: 8 View related articles View Crossmark data Ships and Offshore Structures, 2016 http://dx.doi.org/10.1080/17445302.2015.1131081 Design and static analysis of improved grout joint of offshore monopile foundation Yu-Hung Lin and Hsin-Haou Huang ∗ Department of Engineering Science and Ocean Engineering, National Taiwan University, Taipei, Taiwan (ROC) (Received 5 December 2014; accepted 8 December 2015) 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. |
![a Three sets of WCNPS, each including the FWC of 0.6 × 0.6 m 2 . b Schematic diagram of <t>3D</t> FWC subjected to vertical (y direction) fog flow. c The particle image velocimetry characterization for 3D FWC units encountering wind from y direction. d Collected water of 3D FWC, single-layer and <t>double-layer</t> <t>2D</t> FWCs with the size of 0.6 × 0.6 m 2 (wind speed: ~1 m/s, fog flow rate: ~5 L/h). e Schematic of the biphilic wedged spines surface. f , The growth of droplet on the vertical biphilic surface. g The water collection rate (WCR) of blank (hydrophobic substrate), biphilic-1(The width of hydrophilic spot is 0.5 mm with a spacing of 3 mm), biphilic-2 (The width of hydrophilic spot is 0.5 mm with a spacing of 2 mm) and full-cover hydrophilic surface. h The four layouts of biphilic surfaces classified based on droplet detachment behavior. l , w and h are spacing, width and height of hydrophilic points. i The gravity \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\left({F}_{g}\right)$$\end{document} F g and adhesion \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\left({F}_{a{dh}}\right)$$\end{document} F a d h of a droplet on the vertical biphilic surface. R is the droplet radius. j The critical detachment radius \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\left({R}_{c}\right)$$\end{document} R c on the vertical biphilic surface with different spacing between hydrophilic spots ( l ). k The comparison of WCR between fog harvesting units with layout II and other layouts. All error bars indicate ± SD. Source data are provided as a Source Data file.](https://pub-med-central-images-cdn.bioz.com/pub_med_central_ids_ending_with_7043/pmc12117043/pmc12117043__41467_2025_60340_Fig2_HTML.jpg)
