Academic literature on the topic 'Assembly by densified dowels'

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Journal articles on the topic "Assembly by densified dowels"

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Han, Lei, Andreja Kutnar, Jakub Sandak, Iztok Šušteršič, and Dick Sandberg. "Adhesive-and Metal-Free Assembly Techniques for Prefabricated Multi-Layer Engineered Wood Products: A Review on Wooden Connectors." Forest 14, no. 2 (2023): 311. https://doi.org/10.3390/f14020311.

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Engineered wood products (EWPs) are being increasingly used as construction materials. EWPs are currently being made using synthetic adhesives or metal fasteners, which lead to poor recyclability and reusability. Therefore, this review paper focused on emerging adhesive- and metal-free assembling techniques including wood dowels, rotary-dowel welding, wooden nails, and dovetail joining as alternative ways of making prefabricated EWPs. This will contribute towards green construction and optimising the building process to minimise its negative impact on the environment and its inhabitants, while
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Han, Lei, Andreja Kutnar, Jakub Sandak, Iztok Šušteršič, and Dick Sandberg. "Adhesive- and Metal-Free Assembly Techniques for Prefabricated Multi-Layer Engineered Wood Products: A Review on Wooden Connectors." Forests 14, no. 2 (2023): 311. http://dx.doi.org/10.3390/f14020311.

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Engineered wood products (EWPs) are being increasingly used as construction materials. EWPs are currently being made using synthetic adhesives or metal fasteners, which lead to poor recyclability and reusability. Therefore, this review paper focused on emerging adhesive- and metal-free assembling techniques including wood dowels, rotary-dowel welding, wooden nails, and dovetail joining as alternative ways of making prefabricated EWPs. This will contribute towards green construction and optimising the building process to minimise its negative impact on the environment and its inhabitants, while
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Riggio, Mariapaola, Dusan Pauliny, Jakub Sandak, and Anna Sandak. "Novel Nail-Like Wood Connectors." Advanced Materials Research 778 (September 2013): 647–54. http://dx.doi.org/10.4028/www.scientific.net/amr.778.647.

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In traditional timber structures, hardwood connectors such as a nails, wedges, dowels and pegs have been used as reinforcement of carpentry joints or to fix wooden ceiling matts or floor boards. In the study reported, the possibility to rely on enhanced mechanical and technological properties of densified wood, for the production of wooden nails to be used in the repair of traditional timber structures is discussed. The wood used for connectors were domestic wood species; ash, beech, black locust and poplar. Wooden blocks were exposed to densification procedure with the purpose of increasing t
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Guan, Z. W., and P. D. Rodd. "A three-dimensional finite element model for locally reinforced timber joints made with hollow dowel fasteners." Canadian Journal of Civil Engineering 27, no. 4 (2000): 785–97. http://dx.doi.org/10.1139/l00-018.

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Brittle premature failure caused by splitting parallel to the timber grain is a common failure mode in glulam joints made with solid dowel type fasteners. It is thought that this problem can be alleviated by using hollow steel dowels as the fasteners and reinforcing the timber locally in the area of the joint. In this way, by varying the wall thickness of the dowels and the thickness of the reinforcing members, a chosen combination of strength and stiffness should be attainable together with a ductile failure mode. In this paper, three-dimensional nonlinear finite element models are developed
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Grönquist, Philippe, Thomas Schnider, Andreas Thoma, et al. "Investigations on densified beech wood for application as a swelling dowel in timber joints." Holzforschung 73, no. 6 (2019): 559–68. http://dx.doi.org/10.1515/hf-2018-0106.

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AbstractFor robotic fabrication of wooden structures, the simple, quick and tight joining of elements can be solved using swelling hardwood dowels. This topic has been the focus of the present study, and the set-recovery capacity of densified wood (dW) as dowel material was investigated. European beech was compressed in the radial direction at 103°C and 10% moisture content (MC) to a compression ratio of 40%. Multiple swelling and shrinkage cycles were applied to measure swelling behavior, swelling pressure development and combined swelling and creep under compressive loading. It has been demo
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Ercan, Ersin, Kadir Aydin, Cansu Özder, and Musa Atar. "The effect of the densification process on dowel tensile performance with different types of glues." Folia Forestalia Polonica 64, no. 4 (2022): 214–25. http://dx.doi.org/10.2478/ffp-2022-0021.

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Abstract This study was performed to determine the effects of the densification process and glue type in wood material on dowel tensile performance. For this purpose, 8 mm and 10 mm diameter dowels were obtained from black poplar (Populus nigra) and Eastern spruce (Picea orientalis L.), which were densified at 50% and 75% ratios. The dowels were bonded with PVAc and D-VTKA glue separately after drilling 18 mm deep holes in the edge of the melamine-coated particleboard. The tensile performance test was determined with the Universal test device according to TS 2475 and ASTM-D 1035 principles. As
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Kasal, Ali, Jerzy Smardzewski, Tolga Kuşkun, and Ersan Güray. "Analyses of L-Type Corner Joints Connected with Auxetic Dowels for Case Furniture." Materials 16, no. 13 (2023): 4547. http://dx.doi.org/10.3390/ma16134547.

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Tests were carried out to develop and manufacture various types of auxetic dowels using 3D printing technology. These dowels were then used to connect L-type corner joint specimens for case furniture, and their strength and stiffness were analyzed through experimental, theoretical, and numerical means. In the scope of the study, eight different types of auxetic dowels including two inclusion types, two inclusion sizes, and two dowel hole diameters, as well as a reference non-auxetic dowel, were designed. Accordingly, a total of 180 specimens that included 10 replications for each group were te
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O'Ceallaigh, Conan, Michael Conway, Sameer Mehra, and Annette M. Harte. "Numerical Investigation of Reinforcement of Timber Elements in Compression Perpendicular to the Grain using Densified Wood Dowels." Construction and Building Materials 288 (June 2021): 122990. http://dx.doi.org/10.1016/j.conbuildmat.2021.122990.

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Bocquet, J. F., A. Pizzi, and L. Resch. "Full-scale industrial wood floor assembly and structures by welded-through dowels." Holz als Roh- und Werkstoff 65, no. 2 (2007): 149–55. http://dx.doi.org/10.1007/s00107-006-0170-4.

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Pakuła, Weronika, Barbara Prałat, Zbigniew Potok, Krzysztof Wiaderek, and Tomasz Rogoziński. "Energy Consumption for Furniture Joints during Drilling in Birch Plywood." Polymers 16, no. 8 (2024): 1045. http://dx.doi.org/10.3390/polym16081045.

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The purpose of this study is to support eco-design ideas and sustainable manufacturing techniques by examining the energy consumption related to drilling holes for different furniture connections. The experimental model is a simple piece of furniture made from birch plywood with three different types of joints. Eccentric joints, confirmat screws, and dowel measurements of energy consumption with a CNC drilling and milling machine show different values for every kind of connector. The energy consumption was measured using a portable power quality analyzer, specifically the PQ-box 150 manufactur
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Dissertations / Theses on the topic "Assembly by densified dowels"

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Tran, Trong Tuan. "Comportement au feu des structures bois assemblées par des tourillons en bois densifié." Electronic Thesis or Diss., Université de Lorraine, 2021. http://www.theses.fr/2021LORR0298.

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Dans le cadre d’un projet européen, un nouvel assemblage par tourillons densifiés permettant de maintenir des lamelles en bois est en cours de validation au niveau structurel. Ce type d’assemblage possède l’avantage de ne pas utiliser de colles et de permettre de fabriquer des structures de grandes dimensions ne comportant que du bois. Le principe consiste à mettre en place les planches de bois comme souhaité, puis à percer et introduire des tourillons densifiés : sous l’effet de la reprise d’humidité, les tourillons densifiés gonflent et bloquent l’assemblage, rendant la structure rigide. L’u
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Conference papers on the topic "Assembly by densified dowels"

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Barbalic, Jure, Nikola Perkovic, Bruno Zadravec, and Vlatka Rajcic. "EXPERIMENTAL STUDY OF TIMBER COMPOSITE 1D ELEMENTS USING DENSIFIED WOOD AND HARDWOOD WELDED DOWELS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0650.

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Wang, Yue, Roberto Crocetti, Yuri De Santis, Angelo Aloisio, Roberto Tomasi, and Anders Qvale Nyrud. "PURE-TIMBER CONNECTIONS WITH BEECH, BIRCH, AND LAMINATED DENSIFIED WOODEN DOWELS: EXPERIMENTAL AND ANALYTICAL INVESTIGATIONS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0464.

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Shi, Li, Libin Sun, Zonggang Wang, Yuqin Hu, and Zhensheng Zhang. "Graphite Component Testing on the Load Capacity of the Dowel-Brick Structure in HTR-PM." In 2012 20th International Conference on Nuclear Engineering and the ASME 2012 Power Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/icone20-power2012-54945.

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Graphite core components which form the moderator and reflector structures in High Temperature Reactor Pebble bed Module (HTR-PM) are subjected to various kinds of loads. Graphite keys and dowels are designed to maintain the structure integration and dimension stability of the graphite assembly during the operation of the plant. The dowel-brick structures bear the shear loads between different layers of the graphite bricks. Experiments have been carried out to study the shear load capacity of the graphite dowel and dowel-brick structure. The load-displacement curves and the failure modes were
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Boli, Gotre Bi Djeli Bienvenu, Marc Oudjene, Daniel Coutellier, and Hakim Naceur. "FINITE ELEMENT MODELLING OF HYBRID WOOD/ALUMINIUM ASSEMBLY WITH WOOD-FILLED ALUMINIUM AND STEEL DOWELS." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0415.

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Lai, Shigang, Libin Sun, Li Shi, and Zhengming Zhang. "Seismic Test on Double-Layer Model of HTR-PM Graphite Structure." In 2014 22nd International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/icone22-30600.

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The HTR-PM (High Temperature Reactor Pebble bed Module) reactor core consists of assemblies that include graphite bricks, carbon bricks and keys/dowels. The double-layer structure, which is composed of two layers of bricks connected by keys and dowels, is the basic load-bearing unit of the graphite internals. A series of seismic experiments have been carried out to study the dynamic characteristic of this multi-body structure. As a part of them, the present study aimed to evaluate the nonlinear dynamic response of a full-size graphite/carbon unit and investigate the integrity of this assembly.
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Zhang, Mei, Shaoli Fang, Anvar A. Zakhidov, et al. "Flipping Carbon Nanotubes to Continuously Produce Strong, Transparent, Multifunctional Sheets." In ASME 4th Integrated Nanosystems Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/nano2005-87091.

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We demonstrate carbon nanotube assembly by cooperatively rotating carbon nanotubes in vertically-oriented nanotube arrays (forests) and make 5-centimeter-wide, meter-long transparent sheets. These self-supporting nanotube sheets are initially formed as a highly anisotropic electronically conducting aerogel that can be densified into strong sheets that are as thin as 50 nanometers. The measured gravimetric strength of orthogonally oriented sheet arrays exceeds that of high strength steel sheet.
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Schweigler, Michael, Romain Lemaître, Zijad Shehadeh, and Thomas K. Bader. "MOISTURE AND ASSEMBLY HISTORY EFFECTS ON EMBEDMENT PROPERTIES OF STEEL DOWELS IN SPRUCE AND BIRCH LOADED IN GRAIN DIRECTION." In World Conference on Timber Engineering 2023 (WCTE2023). World Conference on Timber Engineering (WCTE 2023), 2023. http://dx.doi.org/10.52202/069179-0157.

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