Relevant bibliographies by topics / Steel-to-wood connections

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Steel-to-wood connections'

Author: Grafiati
Published: 24 June 2021
Last updated: 29 July 2025

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Journal articles on the topic "Steel-to-wood connections"

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Fonseca, Elza MM, Lino Silva, and Pedro AS Leite. "Numerical model to predict the effect of wood density in wood–steel–wood connections with and without passive protection under fire." Journal of Fire Sciences 38, no. 2 (2020): 122–35. http://dx.doi.org/10.1177/0734904119884706.

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The main objective of this work is to present a numerical model to predict the effect of wood density in unprotected wood connections with an internal steel plate (wood–steel–wood), when comparing with the same connections using passive protection with gypsum plasterboard, submitted to fire conditions. Wood–steel–wood connections are made of four wood members, two on each side, with an internal steel plate that connects the pieces using steel dowel fasteners. First, analytical methodologies according to Eurocode 5 part 1-1 were used to design the connections at room temperature. After that, to
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Mohammad, M., and J. HP Quenneville. "Bolted wood–steel and wood–steel–wood connections: verification of a new design approach." Canadian Journal of Civil Engineering 28, no. 2 (2001): 254–63. http://dx.doi.org/10.1139/l00-105.

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This paper covers the verification tests carried out at the Royal Military College of Canada on wood–steel–wood and wood–steel bolted connections. Thirty groups of specimens were tested. Specimen configurations were selected in such a way to include fundamental brittle and ductile failure mode cases. Comparisons between experimental results and predictions from proposed equations developed from steel–wood–steel bolted connections are given. Proposed design equations were found to provide better predictions of the ultimate loads than current CSA Standard O86.1 design procedures especially for b
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Fan, Wei, Xinrui Zhu, Xinyu Hu, and Hongguang Liu. "Effect of Wet–Dry Cycles on the Shear Behavior of Compressed Wood Nails Compared to Steel Nails." Forests 16, no. 6 (2025): 940. https://doi.org/10.3390/f16060940.

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The corrosion-induced strength degradation of steel nails poses a critical challenge to the structural integrity of timber connection joints, particularly in hygrothermal environments. Compressed wood nails exhibit hygroscopic expansion characteristics, demonstrating their potential as a sustainable alternative to steel nails in structural connections. However, systematic investigations on their shear performance under cyclic hygrothermal conditions remain limited. This study comparatively analyzed the shear behavior evolution of compressed wood nail and galvanized steel nail connections under
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Quenneville, J. HP, and M. Mohammad. "Design method for bolted connections loaded perpendicular-to-grain." Canadian Journal of Civil Engineering 28, no. 6 (2001): 949–59. http://dx.doi.org/10.1139/l01-059.

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A new design approach to evaluate the resistance of bolted timber connections loaded perpendicular-to-grain is presented in this paper. The design method consists of calculating the resistances of the ductile failure modes, based on the original European yield model, and that of the splitting mode, and of using the smallest of the two. The splitting calculations are adapted from the wood resistance calculation for timber rivet connections. The new design method is based on the assumption that the bolted connection is forming a cluster considered to be equivalent in dimension to a cluster of ti
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Zhou, Jun Wen, Dong Sheng Huang, Wen Hu Li, Ai Hua Liu, and Wei Cheng Shi. "Failure Modes of Bolted Steel-Wood-Steel Connections Loaded Parallel-to-Grain." Applied Mechanics and Materials 256-259 (December 2012): 652–56. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.652.

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Bolted steel-wood-steel connection is an important fashion of connections in timber structure, the manners of failure loaded parallel-to-grain include bearing, row shear-out, group tear-out and splitting, and the brittle failure modes are predominant in some tested results of bolted connections specimens. End distance, bolt spacing, row spacing and the thickness of wood have important influence on the failure modes, and meanwhile, the bolt diameter can not be neglected. Based on the different failure fashion, the equations of strength were given.
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Fonseca, Elza M. M., and Carlos Gomes. "FEM Analysis of 3D Timber Connections Subjected to Fire: The Effect of Using Different Densities of Wood Combined with Steel." Fire 6, no. 5 (2023): 193. http://dx.doi.org/10.3390/fire6050193.

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This work aims to present a study approach for double-shear connections of wood under fire with dowel pins and plates in steel material, using different types of glulam. The simplified Eurocode equations for ambient temperature were used to determine the dimensions and the number of dowel pins that each studied connection needs in order to resist an applied tensile load. Following this methodology, the finite element method was used to assess the thermal analysis of the studied connections under fire. The study aims to increase the information on these connections, where the wood material repr
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Hansen, Klavs Feilberg. "Mechanical properties of self-tapping screws and nails in wood." Canadian Journal of Civil Engineering 29, no. 5 (2002): 725–33. http://dx.doi.org/10.1139/l02-059.

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This paper presents results of a research programme investigating the mechanical properties of self-tapping screws and nails in wood. The programme consisted of deformation-controlled tests to determine embedment strength, withdrawal strength, pull-through strength, bending capacity of individual screws, shear strength of screwed and nailed wood–wood connections, and shear strength of screwed wood–steel connections. All test specimens showed ductile behaviour. Based on the results from the first four types of tests, a simple calculation model for the shear strength of screwed wood–wood and woo
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Quenneville, J. HP, and M. Mohammad. "On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain." Canadian Journal of Civil Engineering 27, no. 4 (2000): 761–73. http://dx.doi.org/10.1139/l00-020.

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The current Canadian code provisions for the design of timber bolted connections were essentially developed based on connections showing a ductile behavior and then further modified to account for situations where connections fail in a brittle way. An experimental study was undertaken to evaluate the strength of bolted connections specifically experiencing a brittle mode of failure. Specimens consisting of steel-wood-steel connections with either 19.1 mm or 12.7 mm bolts were tested in tension. Test variables included end distance, bolt spacing, row spacing, number of bolts per row, number of
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Ma, Yu Rong, Xiao Bin Song, Tian Qi Xu, and Lie Luo. "Rotational Behavior of Bolted Glulam Beam-to-Column Connections Reinforced with Section Steel." Applied Mechanics and Materials 858 (November 2016): 15–21. http://dx.doi.org/10.4028/www.scientific.net/amm.858.15.

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Bolted connections with slotted-in steel plates are commonly used to connect beams and columns in heavy timber structures. While due to the low tensile strength of wood in the perpendicular-to-grain direction, these connections are usually not able to present satisfying rotational performance. In order to solve this problem, a relatively new type of bolted connection, reinforced with section steel, was designed and tested in this paper. Two groups of total six specimens were tested under monotonic loading to investigate their rotational behavior. Tests showed that the brittle failure mode of w
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Peng, Lei, George Hadjisophocleous, Jim Mehaffey, and Mohammad Mohammad. "Erratum to: Predicting the Fire Resistance of Wood–Steel–Wood Timber Connections." Fire Technology 50, no. 4 (2009): 1041. http://dx.doi.org/10.1007/s10694-009-0135-3.

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Dissertations / Theses on the topic "Steel-to-wood connections"

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Gustafsson, Johan, and Jakob Myhrberg. "Expansion Joints in timber bridges : Mechanical behavior under external loading." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-105321.

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To design a bridge, different typologies of construction materials can be used. All materials have in common that deformations occur due to different events, such as externalloading, temperature- and moisture variations. To allow these kinds of deformations,Expansion Joints (EJs) are used in the structure. In timber bridges, these joints haveturned out to be a complex construction detail, due to problems related to their strengthand moisture capacity. The purpose of this thesis is to overview design codes and tostudy the mechanical behavior of Nosing EJs in a roadway timber bridge under extern
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Book chapters on the topic "Steel-to-wood connections"

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"Connections of Cold-Formed Steel to Wood and Wood to Cold-Formed Steel." In Cold-Formed Steel Connections to Other Materials. American Society of Civil Engineers, 2024. http://dx.doi.org/10.1061/9780784485866.ch5.

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Daerga Per-Anders, Girhammar Ulf Arne, and Källsner Bo. "A complete timber building system for multi-storey buildings." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-1164.

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The Masonite Flexible Building (MFB) system is a complete timber building system for commercial and residential multi-storey houses. The system is for tall and large buildings with long floor spans. The MFB system uses prefabricated wall, floor and roof elements which are delivered in flat packages and erected on the construction site. The MFB system might be classified as a panel construction, where the load-carrying structure consists of composite light-weight timber I-beams mechanically integrated with a composite laminated wood panel called PlyBoard™. The I-beams and the panel fo
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Conference papers on the topic "Steel-to-wood connections"

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Zhang, Jintao, Lina Zhou, and Chun Ni. "THE EFFECT OF SPECIMEN SIZE ON WETTING-INDUCED STRESS IN SELF-TAPPING SCREWS IN STEEL-TO-WOOD CONNECTIONS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0471.

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Talus, Annika, Rikard Norling, and Alice Moya Núñez. "Influence of Pb and Cl in Waste Wood Fuel on Furnace Wall Corrosion of Low Alloyed Steel and Alloy 625." In CONFERENCE 2024. AMPP, 2024. https://doi.org/10.5006/c2024-21033.

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Abstract Firing waste wood in thermal power plants can lead to furnace wall corrosion due to corrosive elements such as chlorine, heavy metals, and alkali metals present in the fuel. This study investigates the influence of lead and chlorine on furnace wall corrosion of a low alloyed steel (16Mo3) and a nickel-based alloy (Alloy 625) during two field exposures using an air-cooled probe. Two two-week long test campaigns firing two different waste wood fuels (higher and lower lead and chlorine content) were carried out, exposing samples having metal temperatures in the interval 350-400 °C. The c
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Vliet, Kasey, Peter Von Buelow, and Steven Y. Mankouche. "Limb: Rethinking Heavy Timber Joinery Through Analysis of Tree Crotches." In 2018 ACSA International Conference. ACSA Press, 2018. http://dx.doi.org/10.35483/acsa.intl.2018.21.

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LIMB reconsiders historic heavy timber construction across cultures to develop new joinery methods by focusing on the natural occurrence of branch bifurcation in different wood species. Because of its low value, often the crotch of a tree is not harvested for commercial purposes. This project uses this vital element to design connections that replace traditional mortise and tenon or steel connections.
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"Bending Properties for a Steel Reinforced Plastic-to-Wood Column Connection." In 2016 ASABE International Meeting. American Society of Agricultural and Biological Engineers, 2016. http://dx.doi.org/10.13031/aim.20162460772.

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Farcas, Ciprian Alin. "Evolution of bridges with steel-concrete composite superstructure. What comes next?" In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1196.

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Bridges have evolved over time from the simplest forms made from materials found in nature – wood and stone - to the complex shapes of today, made of concrete, steel, steel-concrete, and composite materials. If in the past the large dimensions of an obstacle impeded building a bridge, today this problem can be solved by choosing suitable materials, an advantageous structural system, and an erection method that favors the chosen solutions. The composite superstructures made of steel-concrete have started to be used more often in the construction of bridges due to their advantages. The scope of
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Messadi, Tahar, Frank Jacobus, Kim Furlong, et al. "Advancing Sustainable Wood Design and Technologies through Interdisciplinary Collaboration." In 108th Annual Meeting Proceedings. ACSA Press, 2020. http://dx.doi.org/10.35483/acsa.am.108.20.

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The use of wood in buildings is an age-old craft, but recent proliferation of innovative wood-derived materials such as mass timber in commercial, institutional, industrial, and residential building signal the need for an education that expands upon these technological shifts. Academia and industry are proactively developing new curricula to address this challenge. This paper describes a wood design studio taught in combination with a seminar course run prior to the Fall 2020 launch of a new Master of Design in Integrated Wood Design at Fay Jones School of Architecture and Design at the Univer
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Smyth, Robert J., and Derek K. Spitzmacher. "Case History of Repairing Cracking in the Seam Welds of 1950 Vintage Pipe Using the Steel Compression Reinforcement Technology." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27079.

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Platte Pipeline operates a 1500 km NPS 20” (508 mm) crude oil pipeline connecting Casper, Wyoming to Wood River, Illinois USA. The pipeline was constructed in the early 1950’s with low frequency electric resistance welded (ERW) and flash welded (FW) pipe. The Steel Compression Reinforcement Technology (PetroSleeve) was used to repair active ERW and FW seam cracking detected by an in-line inspection tool. All repairs were performed while the pipeline was in operation. Prior to undertaking the field rehabilitation program, engineering analysis and severe testing was performed to confirm that the
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