Relevant bibliographies by topics / Column unit; contact element

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Column unit; contact element'

Author: Grafiati
Published: 30 May 2022
Last updated: 31 July 2025

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Journal articles on the topic "Column unit; contact element"

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Li, Zhi Miao, Ju Bao Liu, Min Luo, and Qiang Zhang. "Dynamic Finite Element Analysis and Experimental Study of Rotating Column in Cylinder." Applied Mechanics and Materials 229-231 (November 2012): 453–56. http://dx.doi.org/10.4028/www.scientific.net/amm.229-231.453.

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Rotary slender column in cylinder is a special structure in oil engineering. It contacts with outer cylinder and interacts with its inner pipe fluid and outer annular fluid. A partitioned coupling model was founded by dispersing slender column into beam element, dividing fluid domain into some sections, dispersing fluid section into hexahedron unit and transfer method of the information of coupling interface was described. Dynamics experimental device of column-liquid interaction was built to do column rotating test with considering the displacement and force boundary conditions of rotating co
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Wang, Bin, Peng Ju Sun, Xin Wang, and Ya Feng Xu. "Finite Element Analyze on the CFRP Steel Reinforced Concrete Filled with Steel Tube Column under Biaxial Load." Advanced Materials Research 680 (April 2013): 172–76. http://dx.doi.org/10.4028/www.scientific.net/amr.680.172.

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The paper focuses on the research of mechanical behavior of the CFRP steel reinforced concrete filled with steel tube column under biaxial load. The authors make a simulated analysis mode with the general finite element analyze software, ABAQUS. By the way of unit selecting, meshing, contact setting, the mode is calculated by the ABAQUS/Standard which is used to analyze the mechanical behavior of the specimens. Based on comparing the load-displacement curves under different axial compression ratios, it can conclude that with the increasing of compression, the ultimate load reduces obviously. A
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Savin, Sergey. "NUMERICAL ANALYSIS OF REINFORCED CONCRETE BEAM-COLUMN JOINT UNDER ACCIDENTAL IMPACT." Journal of the Serbian Society for Computational Mechanics 15, no. 1 (2021): 149–66. http://dx.doi.org/10.24874/jsscm.2021.15.01.10.

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The purpose of this study is to create a universal computational model of a plane-stressed joint element, which could be implemented as a special finite element of the beam-column subassembly integrated into the FEA procedure to improve its accuracy. The combination both of the finite element method and the finite difference method has been accepted to simulate the structural behavior of monolithic reinforced concrete joints of building frames. The finite difference method is used directly for analysis the stress-strain state of a 2D stressed member of a monolithic joint, and the FEM is used f
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Porokhnia, Mykola, Oleksii Shestopalov, Svitlana Bukhkalo, and Tetiana Novozhylova. "Influence of structural descriptions of underbody of bicarbonate columns on duration of period of their operation and ecologization of process." ScienceRise, no. 3 (June 30, 2021): 3–11. https://doi.org/10.21303/2313-8416.2021.001917.

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Object of research: optimization of the operation period of bicarbonate columns by optimizing their design features. Investigated problem: increasing the efficiency, environmental friendliness and duration of the bicarbonate columns by optimizing the design of the sludge discharge unit. Main scientific results: the article analyzes the main design features of bicarbonate columns for the production of purified sodium bicarbonate. A relationship has been established between the design of the apparatus, the intensity of mixing and the duration of the apparatus operation without stopping for washi
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BĄK, KRZYSZTOF, JOANNA KOWALCZYK, ANNA WOLSKA, MARTA BĄK, and LUCYNA NATKANIEC-NOWAK. "Iron and silica enrichments in the middle Albian neptunian dykes from the High-Tatric Unit, Central Western Carpathians: an indication of hydrothermal activity for an extensional tectonic regime." Geological Magazine 155, no. 1 (2016): 1–19. http://dx.doi.org/10.1017/s0016756815001132.

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AbstractStudies dealing with the response of subaqueous volcanic and hydrothermal activities to carbonate sedimentation in hemipelagic environments affected by tectonic processes are comparatively rare. Here, a microfacies record with combined chemical data from the neptunian dykes found at an intrabasinal ridge (Tatric Ridge; Carpathian domain of the Western Tethys), close to a source of alkaline volcanism with possible hydrothermal vents (Zliechov Basin), is presented. The characteristic features of the neptunian dykes, up to 20 cm thick, in the middle Albian echinoderm-foraminiferal limesto
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Borushchak, L. O., and B. B. Vynnychuk. "IMPROVEMENT OF THE CONSTRUCTION AND COMPUTER DEVICE INVESTIGATION FOR THE PROCESSING OF BLOWOUT-PREVENTION HARDWARE EQUIPMENT." Scientific Bulletin of Ivano-Frankivsk National Technical University of Oil and Gas, no. 1(46) (June 26, 2019): 16–24. http://dx.doi.org/10.31471/1993-9965-2019-1(46)-16-24.

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The research deals with the problem of blowout equipment test for tightness before implementation. The indicated equipment includes a stem, a system of pipelines with valves and a control system. The classic test procedure requires a mobile pumping installation that provides a pressure of 35 MPa.The cost of such tests is rather high. For testing without a pump unit, a design of a device for increased tightness has been developed, including a sealing unit of the mouth from the main column and a piston unit for creating high pressure in the test volume. Generation of a high pressure occurs by li
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Bonhomme, M., F. Rogalla, G. Boisseau, and J. Sibony. "Enhancing Nitrogen Removal in Activated Sludge with Fixed Biomass." Water Science and Technology 22, no. 1-2 (1990): 127–35. http://dx.doi.org/10.2166/wst.1990.0142.

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To upgrade existing activated sludge treatment plants, different techniques that would remove an important flux of nitrogen rapidly on a great number of units were investigated. Nitrification with conventional activated sludge systems requires considerable multiplication of tankage volume. The necessary investment and space is not always available, especially since many older plants are now in urbanized areas. To lower the nitrogen load in receiving water, the first priority should be to obtain partial nitrogen removal with existing plants, using methods that are simple to adapt.Three techniqu
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Javadi, Masoud, Erick I. Saavedra Saavedra Flores, Sergio J. Yanez, Siva Avudaiappan, Juan C. Pina, and Carlos F. Guzmán. "Investigation of the Influence of Design Parameters on the Strength of Steel–Concrete Composite Shear Walls by Finite Element Simulations." Buildings 13, no. 1 (2023): 187. http://dx.doi.org/10.3390/buildings13010187.

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In this paper, the influence of design parameters on the strength of steel–concrete composite shear walls is investigated by means of finite element (FE) simulations. The shear wall typology studied in this paper consists of multiple composite plate shear wall-concrete encased on one or both sides of the plates. The FE models include contact technology to capture debonding between concrete and steel, tensile cracking in concrete, and large deflection theory involving local instabilities. Some design parameters considered in this work are the height-to-width ratio of the steel plates and their
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Khabibullin, Marat Ya. "Evaluation of stresses on the surface of production columns equipped with sand filters when downing into a horizontal well." Bulletin of the Tomsk Polytechnic University Geo Assets Engineering 335, no. 8 (2024): 56–67. http://dx.doi.org/10.18799/24131830/2024/8/4370.

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Relevance. The need to estimate the time of formation sand accumulation near the annulus of a horizontal well and the unit length of filter elements in the bottom of production strings and to determine the stresses on the surface of production strings equipped with sand filters when lowering into the well. Aim. Based on a study of the reasons for the continued flow of sand into wells equipped with anti-sand filters, to develop and propose measures related to the need to choose a reduction in the number of filters that provide the design flow rate of a horizontal well or a significant increase
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Brinkman, F. P., T. V. Kane, R. R. McCullough, and J. W. Miertschin. "Use of Full-Field Simulation to Design a Miscible CO2 Flood." SPE Reservoir Evaluation & Engineering 2, no. 03 (1999): 230–37. http://dx.doi.org/10.2118/56882-pa.

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Summary A study using full-field reservoir modeling optimized the design of a miscible CO2 flood project for the Sharon Ridge Canyon Unit. The study began with extensive data gathering in the field and building a full-field three-dimensional geologic model. A full-field simulation model with relatively coarse gridding was subsequently built and used to history match the waterflood. This waterflood model highlighted areas in the field with current high oil saturations as priority targets for CO2 flooding and generated a forecast of reserves from continued waterflooding. Predictions for the CO2
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Dissertations / Theses on the topic "Column unit; contact element"

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Бабенко, Володимир Миколайович. "Закономірності гідродинаміки і масообміну в процесах ректифікації суміші розчинників на новому контактному пристрої". Thesis, НТУ "ХПІ", 2016. http://repository.kpi.kharkov.ua/handle/KhPI-Press/22718.

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Дисертація на здобуття наукового ступеня кандидата технічних наук за спеціальністю 05.17.08 – процеси та обладнання хімічної технології. – Національний технічний університет "Харківський політехнічний інститут" Міністерства освіти і науки України, м. Харків, 2016. Дисертацію присвячено дослідженню процесу поділу рідинних гетерогенних сумішей на регулярних контактних пристроях з різними геометричними параметрами насадочних елементів. Досліджено механізм процесу утворення рідинної плівки для колонних апаратів, що застосовуються в ректифікації у відповідності з гідродинамічними характеристиками
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Бабенко, Володимир Миколайович. "Закономірності гідродинаміки і масообміну в процесах ректифікації суміші розчинників на новому контактному пристрої". Thesis, НТУ "ХПІ", 2016. http://repository.kpi.kharkov.ua/handle/KhPI-Press/22717.

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Дисертація на здобуття наукового ступеня кандидата технічних наук за спеціальністю 05.17.08 – процеси та обладнання хімічної технології. – Національний технічний університет "Харківський політехнічний інститут" Міністерства освіти і науки України, м. Харків, 2016. Дисертацію присвячено дослідженню процесу поділу рідинних гетерогенних сумішей на регулярних контактних пристроях з різними геометричними параметрами насадочних елементів. Досліджено механізм процесу утворення рідинної плівки для колонних апаратів, що застосовуються в ректифікації у відповідності з гідродинамічними характеристиками
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Sohr, Martin. "Zabezpečovací systém pro rodinný dům." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2012. http://www.nusl.cz/ntk/nusl-219383.

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Family house, security system, wireless communication, IQRF, RSA, central control unit, SPI, I2C, glass break sensors, motion sensors, magnetic contact sensors, graphic displey, LCD displey, microcontroler, SIM900, 24FJ256GB106, EA DOGM106, eDIPTFT43-A.
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Books on the topic "Column unit; contact element"

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Bogdanovic, Jelena. The Framing of Sacred Space. Oxford University Press, 2017. http://dx.doi.org/10.1093/acprof:oso/9780190465186.001.0001.

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The Framing of Sacred Space offers the first topical study of canopies as essential spatial and symbolic units in Byzantine-rite churches. Centrally planned columnar structures—typically comprising four columns and a roof—canopies had a critical role in the modular and additive processes of church design, from actual church furnishings in the shape of a canopy, to the church’s structural core defined by four columns and a dome. As architectonic objects of basic structural and design integrity, canopies integrate an archetypical image of architecture and provide means for an innovative understa
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Book chapters on the topic "Column unit; contact element"

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Qiao, Xiaoshuai, Chao Sun, Yanzheng Hu, and Congbin Jiang. "Research on Vibration Design of Large Compressor Foundation." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_40.

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AbstractThe safe operation of a compressor machine heavily relies on the proper design of its foundation. The frame-type supporting foundation is usually adopted in engineering. This paper studies the vibration design of the compressor’s foundation. Two types of finite element model for the foundation are considered, which are beam-slab element model and solid element model. By the comparative analysis of vibration mode shape and time-history dynamic calculation, it is concluded that the commonly used beam-slab element model could be unsafe for a design purpose. In contrast, the solid element
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Yang, Liulin, Zhaocai Wang, and Zhenhan Chu. "Numerical Simulation Study on the Effect of Height to Width Ratio on the Force and Deformation of Netting." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_39.

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AbstractIn this paper, based on the basic principle of finite element, the structure of metal mesh is simulated by beam unit in ABAQUS software, the contact parts of mesh are simulated by adding connection unit, and the calculation is carried out after adding steady-state oceanic flow characteristics by ABAQUS/Aqua module, and the mathematical model is verified by citing the experimental results of previous people. On this basis, the total area of the mesh and the flow velocity are guaranteed to be constant, and the height and width of the mesh are changed to analyze the overall mesh, the chan
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Debost, Michel. "Air Column." In The Simple Flute. Oxford University PressNew York, NY, 2002. http://dx.doi.org/10.1093/oso/9780195145212.003.0005.

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Abstract In my terminology, the air column is not only the air inside the instrument, nor is it the flow of air from the lungs to the lips. The air column is a continuous unit from the inner part of the body to the tip of the foot joint. Thereafter it unfortunately escapes our control, even if the medium (air) keeps resonating. The physical definition of musical sound is a vibration carried by a medium (air). I define the air column as every part of the body or of the instrument in contact, directly or indirectly, with air. This includes the air not only in the lungs and in the mouth, but also
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Krzanowski, W. J. "Graphical methods for association or proximity matrices." In Principles of Multivariate Analysis. Oxford University PressOxford, 2000. http://dx.doi.org/10.1093/oso/9780198507086.003.0003.

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Abstract In Chapter 2 we considered graphical methods of representing either rows or columns of a matrix, where these rows and columns are linked to two sets of entities that are not formally related. These methods could be applied to any rectangular matrix satisfying this requirement, but were principally aimed at graphical representations of (n × p) data matrices. By contrast, in the present chapter we shall be concerned with matrices whose rows and columns are both linked to the same entities. Such matrices must also by definition be square, since the same number of entities indexes both ro
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Tan S.A. and Oo Khine Khine. "Finite element modeling of stone columns – a case history." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-1425.

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Soil reinforced by means of stone columns can be analyzed by two dimensional finite element method. This paper introduces a conversion scheme for stone column unit cell from axisymmetric model into equivalent plane strain model. A stone column reinforced embankment system in Malaysia is back analyzed and results are compared against the field measurement data. The findings show good agreement between the FEM results and field measurements.
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Bagi, Katalin. "The Contact Dynamics Method." In Computational Modeling of Masonry Structures Using the Discrete Element Method. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-5225-0231-9.ch005.

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The Contact Dynamics method, developed still in the 1980s, was originally applied for granular assemblies because of its efficiency in simulating rapid granular flows or vibration problems of discrete systems. In the oldest models the elements were spherical and perfectly rigid, but later the application of polyhedral and deformable elements also became widespread, allowing for the reliable simulation of problems related to masonry structures. The basic unit of the analysis in Contact Dynamics is the pair of two randomly chosen elements. The essence of the method is to find the contact force v
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Andreou P. and Papadopoulos V. "3-D analyses of reinforced soils with stone columns & comparison with axisymmetric conditions." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2013. https://doi.org/10.3233/978-1-61499-199-1-372.

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Nowadays, because of the time consumption of a detailed three dimensional (3D) calculation, most stone column projects are studied under axisymmetric conditions, such as axisymmetric finite element computations or the well known and established analytical method of Priebe, both of which make use of the axisymmetric theory of unit cell. The objective of this study is to examine and compare the three dimensional response of stone column reinforced soils with the axisymmetric analysis results, in terms of settlement reduction factor, β.
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Pulko Boštjan and Majes Bojan. "Simple and accurate prediction of settlements of stone column reinforced soil." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-1401.

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A new analytical method is proposed to analyse the behaviour of rigid foundations resting on soft soil stabilised by a large number of end bearing stone-columns. The stone column and the surrounding soil are treated in axial symmetric conditions as a “unit cell”. The stone column is assumed to behave as an elasto-plastic Mohr-Coulomb material with non-associative flow rule and the soil as an elastic material. These assumptions, combined with equilibrium and kinematic conditions, lead to the simple analytical closed-form solution for the prediction of the behaviour for rigid
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Yin, Shujun, Qiang Zhang, Wen Fei, and Mi Zhou. "Study on the Seismic Performance of Prefabricated Double-Column Piers by Finite Element Analysis." In Advances in Transdisciplinary Engineering. IOS Press, 2024. https://doi.org/10.3233/atde241109.

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Prefabricated assembled bridge piers have certain differences in their mechanical behavior under seismic loads due to the existence of joints, which limits their development and application in high-intensity seismic areas compared to cast-in-place bridge piers. This paper focuses on the structural design of prefabricated double-column piers that are connected by grouting sleeves at both the top and bottom joints. Based on this, grouting sleeve joint specimen pullout tests were designed and implemented to investigate the effect of grouting defects on their mechanical properties. Furthermore, fi
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Matsumura Yasushi, Takeda Hiroshi, Okada Takeo, et al. "Devices for Structured Data Entry in Electronic Patient Record." In Studies in Health Technology and Informatics. IOS Press, 1998. https://doi.org/10.3233/978-1-60750-896-0-85.

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Electronic patient record is expected to have edit, data analysis, and decision supporting functions. To realize these functions, the entered data should be structured. We made a template based data entry system with some devices. We defined a template for each describing unit, i.e., symptom, physical finding and examination report. Template is composed of several describing elements (a pair of property and value), which form tree structure in general. When a template is selected, the top layers of the elements are displayed at once allowing data entry. When the data qualified by other element
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Conference papers on the topic "Column unit; contact element"

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Bernardo, Riky, J. Shanmugam, and Z. F. Hazos. "General and Localized Corrosion in a Tail Gas Treating Quencher Column." In CORROSION 2015. NACE International, 2015. https://doi.org/10.5006/c2015-05898.

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Abstract The quencher column is a part of Tail Gas Treating (TGT) section in Sulfur Recovery Unit (SRU). The column is used to cool the gas containing H2S, CO2 and SO2 by using direct counter-current contact with circulation water. Soda caustic (NaOH) is injected to the quench water to neutralize the acid in the solution. The quench water pH is one of the main parameters of maintaining the integrity of the whole quench water system. Failure to maintain the quench water pH within safe limits will cause negative effects to the system. pH neutralization is a complex issue since the required amoun
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Khan Rana, Ahmad Raza, and Graham Brigham. "Performance Outlook of Thermally Insulated Systems Using Experimental Data and Computational Analysis." In CONFERENCE 2025. AMPP, 2025. https://doi.org/10.5006/c2025-00599.

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Abstract Thermal insulations are used for the heat conservation in the process equipment, pipelines and piping circuits. While the moisture infiltration and build-up (via condensation) trigger the risk of corrosion under insulation (CUI) and stress corrosion cracking (SCC), there are ongoing thermal losses that generally don’t get accounted for and controlled. This paper proposes a novel methodology to addresses thermal performance features of thermally insulated systems namely conventional design and contact-free insulation design, respectively via using temperature profile across the thickne
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Vale, Leandro, Conor Gallagher, Marcelo Souza, and Daniel Carneiro. "Comparative Study of Drilling Riser Running/Retrieving Analysis Methodologies." In ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/omae2021-62534.

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Abstract Drilling risers are key components in offshore oil exploration and are present in most of the well construction phases (drilling, casing, cementing and completion). Mobile offshore drilling units can operate in different sites exposed to a range of environmental loadings and water depths. Global riser analyses based on the FE (finite element) method are performed to assess the system feasibility and operating envelopes. In harsh environment and ultradeep water scenarios, the riser running/retrieving operation is one of the most critical due to top-angle limits and riser stress as a re
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Sundararaman, Venkatesh, Matthew P. O'Donnell, Isaac V. Chenchiah, and Paul M. Weaver. "Topology Morphing Lattice Structures." In ASME 2021 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/smasis2021-67531.

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Abstract Planar cellular lattice structures subject to axial compression may undergo elastic bending or buckling of the unit cells. If sufficient compression is applied, the columns of adjacent cells make contact. This changes the topology of the lattice by establishing new load paths. This topology change induces a corresponding shift in the effective stiffness characteristics of the lattice — in particular, the shear modulus undergoes a step-change. The ability to embed adaptive stiffness characteristics through a topology change allows structural reconfiguration to meet changing load/operat
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Thompson, M. K. "Finite Element Modeling of Multi-Scale Thermal Contact Resistance." In ASME 2008 First International Conference on Micro/Nanoscale Heat Transfer. ASMEDC, 2008. http://dx.doi.org/10.1115/mnht2008-52385.

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Many traditional macro scale finite element models of thermal contact systems have incorporated the effect of micro scale surface topography by applying a constant value of thermal contact conductance (TCC) per unit area to the regions in contact. However, it has been very difficult to determine an appropriate TCC value for a given system and analysts typically had to rely on experimental data or values from the literature. This work presents a method for predicting micro scale TCC per unit area by incorporating micro scale surface roughness in a multi-scale iterative thermal/structural finite
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Zheng, Y., Y. Rong, and Z. Hou. "A Finite Element Analysis for Stiffness of Fixture Units." In ASME 2003 International Mechanical Engineering Congress and Exposition. ASMEDC, 2003. http://dx.doi.org/10.1115/imece2003-43226.

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This paper presents a systematic finite element model to predict the fixture unit stiffness by introducing nonlinear contact elements on the contact surface between fixture components. The contact element includes three independent springs: two in tangential directions and one in the normal direction of the contact surface. Strong nonlinearity is caused by possible separation and sliding between two fixture components. The problem is formulated by the penalty function method and is solved by the Newton-Raphson procedure. The model was validated by two cases of analysis of a linear cantilever b
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Hansen, Eric, Darren Tennant, and Howard Levine. "Numerical Investigation Into End Condition Effects on the Response of Reinforced Concrete Columns to Airblast." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77952.

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Dynamic finite element analysis using explicit time integration is a useful tool for evaluating the response of reinforced concrete columns to both near-contact and offset charges. Typical analyses model a single column in the structure in order to decrease analysis times and isolate the target column response from the general structural response. The effects, if any, of the assumed boundary conditions at the isolated column ends on the column response to the airblast loads are not fully understood at this time. This paper attempts to provide a more complete understanding of such end condition
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Sadeghi, Hossein, Joseph Magallanes, and John Crawford. "A Numerical Study on Shock Wave Mitigation Using Layered Composites." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-70428.

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Phononic crystals are composites with architected microstructure that exhibit superior shock mitigation properties which cannot be achieved through natural materials. In this study, the capability provided by layered phononic crystals for protection of structures subjected to near-contact detonation is investigated. To evaluate the protective performance of the layered composite, finite element simulation of a reinforced concrete (RC) column, with a layered composite attached to its surface, subjected to near-contact detonation is performed. As a reference case, the same RC column under the sa
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Muramatsu, N. "Development of Miniature Gripper Using Buckling Phenomenon of Long Column." In ASME 8th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2006. http://dx.doi.org/10.1115/esda2006-95003.

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This paper developed the element technologies for commercialization of the miniature gripper which was considered in the previous paper. There, making use of buckling phenomenon of a long column was tried for the opening and closing mechanism of the miniature gripper. As a result, it was verified which was useful as the opening and closing mechanism of the fingers because it does not need a special mechanism for displacement enlargement, so unique, original and simple. The results obtained are as follows. (1) In the manufacturing of a multi-finger hand, the way for a blank cut from the elastic
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Yang, Zhiyong, Otto DaSilva, and Ed Nagel. "OPTI-EX Deck Design: A Novel Approach to Deck Mating." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-21032.

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This paper describes deck design and mating operation of the semisubmersible Floating Production Unit (FPU) OPTI-EX. It also addresses engineering challenges, and how these were met by a novel design and proper analysis. OPTI-EX is the first production semi-submersible mated by a combination of guide plates and shoe bracket at 8 contact points. The challenges of mating include dimensional control of the mating, hull deflections control by guide plates, dimensional tolerance criteria, and welding connections. Because of the flexibility of OPTI-EX pontoon in the water, the horizontal deflection
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Reports on the topic "Column unit; contact element"

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Mueller, C., S. J. Piercey, M. G. Babechuk, and D. Copeland. Stratigraphy and lithogeochemistry of rocks from the Nugget Pond Deposit area, Baie Verte Peninsula, Newfoundland. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/328989.

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Stratigraphic and lithogeochemical data were collected from selected drill core from the Nugget Pond gold deposit in the Betts Cove area, Newfoundland. The stratigraphy consists of a lower unit of basaltic rocks that are massive to pillowed (Mount Misery Formation). This is overlain by sedimentary rocks of the Scrape Point Formation that consist of lower unit of turbiditic siltstone and hematitic cherts/iron formations (the Nugget Pond member); the unit locally has a volcaniclastic rich-unit at its base and grades upwards into finer grained volcaniclastic/turbiditic rocks. This is capped by ba
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