Log in

Relevant bibliographies by topics / Glued laminated timber / Journal articles

To see the other types of publications on this topic, follow the link: Glued laminated timber.

Journal articles on the topic 'Glued laminated timber'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Glued laminated timber.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Gao, Shan, Man Xu, Nan Guo, and Ying Zhang. "Mechanical Properties of Glued-Laminated Timber with Different Assembly Patterns." Advances in Civil Engineering 2019 (July 31, 2019): 1–13. http://dx.doi.org/10.1155/2019/9495705.

Full text

Abstract:

A glued-laminated timber section with mixed-grade laminae could make an efficient use of material strength and reduce the cost. A 4-point bending test was conducted on a total of 18 specimens to investigate the mechanical properties of glued-laminated timber. Uniform-grade, asymmetrical mixed-grade, and symmetrical mixed-grade patterns were used to assemble the beam sections. The bending stiffness and reliability of the beams were assessed according to the experimental results. The influence of the assembly pattern on the bending behavior of glued-laminated timber was investigated by finite el

APA, Harvard, Vancouver, ISO, and other styles

2

Moya, Róger, Carolina Tenorio, Angel Navarro-Mora, and Freddy Munoz. "Strukturne i projektirane vrijednosti lameliranih greda i greda od cjelovitog drva Dipteryx panamensis i Hieronyma alchorneoides s brzorastućih plantaža." Drvna industrija 74, no. 1 (2023): 21–32. http://dx.doi.org/10.5552/drvind.2023.0007.

Full text

Abstract:

Dipteryx panamensis and Hieronyma alchorneoides are two species of high specific gravity used in reforestation programs in Costa Rica, but they lack products with structural value for commercialization. In order to introduce the wood of these two species in the market, the objective was established to study the behavior of solid timber beams and glued laminated timber beams of two cross sections (2 cm × 10 cm and 2 cm × 15 cm) and establish the design values in bending test. The results showed that the bending design values (fb) ranged from 2 to 26 MPa in glued laminated timber beams, while in

APA, Harvard, Vancouver, ISO, and other styles

3

Lovrić Vranković, J., I. Boko, I. Uzelac Glavinić, N. Torić, and M. Abramović. "Suitability of selected hardwood species for the production of glued laminated timber." Materialwissenschaft und Werkstofftechnik 55, no. 5 (2024): 635–40. http://dx.doi.org/10.1002/mawe.202400016.

Full text

Abstract:

AbstractGlued laminated timber made from hardwood is a sustainable structural product that is currently gaining momentum due to climatic changes and afforestation policy. Diversities in hardwood species have led to a lack of a complete standard for the production of glued laminated timber from hardwood in Europe. This paper addresses hardwood species available in Croatian forests, namely Carpinus Betulus L. (European hornbeam), Quercus Cerris L. (Turkey oak), and Acer Campestre L. (Maple), in terms of their suitability for the production of glued laminated timber. The suitability is assessed b

APA, Harvard, Vancouver, ISO, and other styles

4

Klapálek, Pavel, and Lenka Melzerová. "Effect of Distribution of Knots on the Strength of the Glued Laminated Timber Beams." Applied Mechanics and Materials 732 (February 2015): 365–68. http://dx.doi.org/10.4028/www.scientific.net/amm.732.365.

Full text

Abstract:

This article will examine the effect of the knots distribution on strength of glued laminated timber beams. A finite element model was made to simulate glued laminated timber beams with defects (knots) to simulate and predict behavior in areas containing knots while bending. This model was then compared with results from static bending test of glued laminated timber beam. The initial position of the rupture was then compared with FEM model [6], so the influence of knots on strength could be determined.

APA, Harvard, Vancouver, ISO, and other styles

5

MYKHAYLOVSKY, Denis, and Tetiana SKLIAROVA. "FIRE RESISTANCE OF HIGH-RISE BUILDINGS MADE OF TIMBER." Building constructions. Theory and Practice, no. 13 (December 23, 2023): 4–16. http://dx.doi.org/10.32347/2522-4182.13.2023.4-16.

Full text

Abstract:

Building constructions from timber or cross-laminated timber become more and more widespread. The experience of designing, building, and exploitation of such buildings of various heightsaround the world confirms the expediency of their use. Recently, the construction of frame and panel multi-story buildings from laminated and crosslaminated timber has become especially widespread. In Ukraine, there is still an outdated opinionabout the impossibility of high-rise buildings construction with load-bearing structures made of timber. This article analyzes the current regulatory framework from the p

APA, Harvard, Vancouver, ISO, and other styles

6

Sanni, Pamilerin, and Oluwarotimi Ekundayo. "Assessment of Bending Strength of Afara Glued Laminated Timber using Polyurethane (PUR) Adhesive." Jurnal Kejuruteraan 34, no. 1 (2022): 131–37. http://dx.doi.org/10.17576/jkukm-2022-34(1)-12.

Full text

Abstract:

Timber has long been a popular building material, with benefits such as low energy consumption and the ability to create an in-built atmosphere that helps to mitigate the effects of global warming. Afara (Terminalia Superba) is a well-known timber species with high demand in Nigeria. The objective of this paper is to assess the physical and mechanical properties of Afara (Terminalia Superba) wood, as well as the flexural strength in flatwise bending of its glued laminated timber beam using polyurethane (PUR) adhesive, to determine its viability for structural construction. The research specime

APA, Harvard, Vancouver, ISO, and other styles

7

Arum, C., I. O. Olofintuyi, and O. O. Ekundayo. "Glulam beams: Performance of PVA and PUR adhesives on bending strengths of locally selected Nigerian timber species." Nigerian Journal of Technology 40, no. 3 (2021): 363–70. http://dx.doi.org/10.4314/njt.v40i3.2.

Full text

Abstract:

   The applicability of structural timber to construction is due to its desirable qualities such as lightweight, aesthetics and eco-friendliness. However, continuous use of timber for structural purposes comes with the challenge posed by the anisotropic nature of various timber species. Advanced societies have developed and modified their sawn timber species in form of glue-laminated structural members such as beams, columns, joist etc. Nigeria timber species are yet to be fully explored along glued-laminated beams production. This paper assesses the suitability of three sele

APA, Harvard, Vancouver, ISO, and other styles

8

Klapálek, Pavel, Lenka Melzerová, and Tomáš Plachy. "Pulse Method Used for Non-Destructive Assessment of Glued Laminated Timber Beams." Applied Mechanics and Materials 827 (February 2016): 231–34. http://dx.doi.org/10.4028/www.scientific.net/amm.827.231.

Full text

Abstract:

This text is focused on GLULAM (glued laminated timber) beams and determination of their properties. This text is mainly focused just on part of more complex research of glued laminated timber beams. This text is focused on pulse method, which is used to determine the dynamic modulus of elasticity of GLULAM beams. This text will describe how the pulse method works, with basic description, describes the tested material and compare the results of testing. In the conclusion we discuss the results, make conclusions and describe the way of our further research of glued laminated timber beams.

APA, Harvard, Vancouver, ISO, and other styles

9

Sherin P., Shahaba, Jisha P., and Minu U. "Analysis of the Bending Behaviour of T-Shaped Glulam Beam." Journal of Structural Technology 9, no. 2 (2024): 24–31. http://dx.doi.org/10.46610/jost.2024.v09i02.004.

Full text

Abstract:

Glulam, a sustainable manufactured wood product, is gaining prominence for its numerous advantages. The current study employed an analytical approach using a finite element model developed in ANSYS Workbench 2023 R2 to investigate the flexural properties of glued-laminated timber beams compared to solid T beams. This research focused on assessing the impact of different lamina thicknesses on glulam beams using Larix wood. Glulam beams were categorized into three groups based on lamina thickness: 30 mm, 15 mm, and 10 mm. Additionally, solid T beams were modelled for comparison. Both solid and l

APA, Harvard, Vancouver, ISO, and other styles

10

Bulleit, William M., L. Bogue Sandberg, and Greg J. Woods. "Steel‐Reinforced Glued Laminated Timber." Journal of Structural Engineering 115, no. 2 (1989): 433–44. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:2(433).

Full text

APA, Harvard, Vancouver, ISO, and other styles

11

Klapálek, Pavel, and Lenka Melzerová. "Non-Destructive Testing of Glued Laminated Timber Beams with Use of Pilodyn 6J – Method of Spike." Applied Mechanics and Materials 825 (February 2016): 23–26. http://dx.doi.org/10.4028/www.scientific.net/amm.825.23.

Full text

Abstract:

This article is focused on GLULAM (glued laminated timber) beams and determination of their properties by using non-destructive method. This text is mainly focused just on part of more complex research of glued laminated timber beams. This text is focused on non-destructive method, which is the method of spike that uses device called Pilodyn 6J for measurement. Results of this method are in form of Young ́s modulus of elasticity. This article will describe how the method of spike works, with basic description, describes the tested material and compare the results of testing. In the conclusion

APA, Harvard, Vancouver, ISO, and other styles

12

Hiramatsu, Yasushi, Kiyohiko Fujimoto, Atsushi Miyatake, et al. "Strength properties of glued laminated timber made from edge-glued laminae II: bending, tensile, and compressive strength of glued laminated timber." Journal of Wood Science 57, no. 1 (2010): 66–70. http://dx.doi.org/10.1007/s10086-010-1127-0.

Full text

APA, Harvard, Vancouver, ISO, and other styles

13

Sretenovic, Predrag, and Branko Glavonjic. "Market of innovative timber products in Europe and Serbia and their contribution to climate change mitigation." Bulletin of the Faculty of Forestry, no. 110 (2014): 159–73. http://dx.doi.org/10.2298/gsf1410159s.

Full text

Abstract:

The paper shows results of researching the market of glued laminated timber as the most frequent innovative timber product in constructing timber framed residential facilities in Europe and Serbia. The research included the development of production, consumption and trade flows for the most significant countries in the European Union and Serbia. Additionally, the paper gives characteristics of this innovative timber product regarding dimensions, allowed deviations of dimensions defined in adequate European standard, wood species it is made of and fire resistance. The last part of the paper sho

APA, Harvard, Vancouver, ISO, and other styles

14

Fojtík, Roman, and Veronika Vašková. "Analysis of Biological Damage of the Timber Footbridge." Key Engineering Materials 832 (February 2020): 125–36. http://dx.doi.org/10.4028/www.scientific.net/kem.832.125.

Full text

Abstract:

Glued laminated timber – Glulam is commonly used for the constructing of wooden structures in the interior and exterior. Wood as an organic material and may be the subject to a biological processes that can be a risk, mainly for construction on the exterior. Analyzed footbridge is made of glued laminated timber and is build in the Czech Republic. Analysis shows a serious disturbance caused by biological influences only a few years after construction completion. This article described summary of analysis of timber footbridge damage and their causes.

APA, Harvard, Vancouver, ISO, and other styles

15

Czerski, Dariusz, and Jerzy Szerafin. "The consequences of the choice of design standards for the use of material on the example of glued laminated roof beam." Budownictwo i Architektura 8, no. 1 (2011): 027–34. http://dx.doi.org/10.35784/bud-arch.2256.

Full text

Abstract:

The consequence of the membership of Poland in the European Union is the unification of the law, including the adaptation of Polish Building Standards to the European equivalents. Actually the designer is allowed to choose the Standards. It follows the differences in material use and its cost. The paper describes the details of the calculation timber elements, specially glued laminated timber in Eurocodes. The calculations results of double tapered beams made of glued laminated timber obtained by using both standards, analyzes and conclusions are presented in the paper.

APA, Harvard, Vancouver, ISO, and other styles

16

Blokhina, Nina, and Sergei Nazarenko. "Computer modeling of glued laminated timber beam reinforced with steel bars fixed with epoxy resin." MATEC Web of Conferences 196 (2018): 01015. http://dx.doi.org/10.1051/matecconf/201819601015.

Full text

Abstract:

Structures of glued laminated timber have many technical and economic benefits compared to metal or reinforced concrete: lower weight, sufficient strength and durability. Competent design of such structures requires numerical analysis that best meets specified conditions. This article describes a 3D analysis of a beam composed of glued laminated timber, reinforcement bars and epoxy resin. When determining the stress-strain state of the structure, anisotropic properties of wood were also taken into account. Computer analysis of material behavior of timber, reinforcement bars and epoxy resin was

APA, Harvard, Vancouver, ISO, and other styles

17

Wipf, Terry J., F. Wayne Klaiber, and Robert W. Funke. "Longitudinal Glued Laminated Timber Bridge Modeling." Journal of Structural Engineering 116, no. 4 (1990): 1121–34. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:4(1121).

Full text

APA, Harvard, Vancouver, ISO, and other styles

18

Zahn, John J., and Douglas R. Rammer. "Design of Glued Laminated Timber Columns." Journal of Structural Engineering 121, no. 12 (1995): 1789–94. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:12(1789).

Full text

APA, Harvard, Vancouver, ISO, and other styles

19

MOURER, PETER W. "NAVAL USES FOR GLUED LAMINATED TIMBER." Journal of the American Society for Naval Engineers 62, no. 3 (2009): 621–23. http://dx.doi.org/10.1111/j.1559-3584.1950.tb05653.x.

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

Hassan, Osama A. B., and Christopher Johansson. "Glued laminated timber and steel beams." Journal of Engineering, Design and Technology 16, no. 3 (2018): 398–417. http://dx.doi.org/10.1108/jedt-12-2017-0130.

Full text

Abstract:

Purpose This paper aims to compare glued laminated timber and steel beams with respect to structural design, manufacturing and assembly costs and the amount of greenhouse gas emissions. Design/methodology/approach This paper presents structural design requirements in conformance with EN 1993: Eurocode 5 and Eurocode 3. With the help of these standards, expressions are derived to evaluate the design criteria of the beams. Based on the results of life-cycle analysis, the economic properties and environmental impact of the two types of beam are investigated. In this paper, the effect of beam span

APA, Harvard, Vancouver, ISO, and other styles

21

Wdowiak-Postulak, Agnieszka. "Strengthening of Structural Flexural Glued Laminated Beams of Ashlar with Cords and Carbon Laminates." Materials 15, no. 23 (2022): 8303. http://dx.doi.org/10.3390/ma15238303.

Full text

Abstract:

Changes in the condition of existing timber structures can be caused by fatigue or biological attack, among other things. Replacing damaged timber is still very expensive, so it seems more advisable to repair or reinforce damaged elements. Therefore, in order to improve the static performance analysis of timber structures, reinforcement applications in timber elements are necessary. In this experimental study, technical-scale glulam beams measuring 82 × 162 × 3650 mm, which were reinforced with carbon strands and carbon laminates, were tested in flexure. A four-point bending test was used to d

APA, Harvard, Vancouver, ISO, and other styles

22

Franke, Bettina, Florian Scharmacher, and Andreas Müller. "Assessment of the Glue-Line Quality in Glued Laminated Timber Structures." Advanced Materials Research 778 (September 2013): 424–31. http://dx.doi.org/10.4028/www.scientific.net/amr.778.424.

Full text

Abstract:

Timber constructions with glulam members have regularly to be proofed for their performance to avoid structural collapse. For the assessment of glued laminated timber, it is important to know reliable methods and criteria. The requirements given in standard EN 386:2001 are valid for the quality control of the glulam production. The use and application of these two different methods at existing timber structures were investigated and discussed. The experimental test series comprise different adhesives as well as specimen from new material and existing structures. Problems and issues noted durin

APA, Harvard, Vancouver, ISO, and other styles

23

Chen, Zheng, Hao Du, Libin Wang, and Xiang Ding. "Embedment Performance of Glued Laminated Bamboo and Timber Composite Joints." Buildings 14, no. 12 (2024): 4043. https://doi.org/10.3390/buildings14124043.

Full text

Abstract:

Dowel connectors are extensively utilized to establish joint connections in timber constructions. This study investigated the embedment performance of glued laminated bamboo and timber composite joints through half-hole tests, focusing on the effects of dowel diameter, loading direction, contact condition, combination method, and moisture content. The experimental results indicated that the embedment strength of the specimens decreased progressively with an increase in dowel diameter. For wood–bamboo–wood (WBW) specimens, the embedment strength in the longitudinal to the grain was 18% higher t

APA, Harvard, Vancouver, ISO, and other styles

24

Chernykh, Aleksandr, Tatiana Belash, Viktor Tsyganovkin, and Anton Kovalevskiy. "ON THE POSSIBILITY OF USING TIMBER STRUCTURES IN THE CONSTRUCTION OF HIGH-RISE BUILDINGS IN SEISMIC AREAS." Architecture and Engineering 8, no. 1 (2023): 60–70. http://dx.doi.org/10.23968/2500-0055-2023-8-1-60-70.

Full text

Abstract:

Introduction: Part of the territory of Russia is located in a seismically dangerous area. In recent years, glued laminated wood has been gaining popularity in private housing construction as well as other construction sectors. However, Russian standards lack design and structural requirements for buildings and structures made of glued laminated wood. Methods: The paper reviews the foreign experience in construction with the use of glued laminated wood and presents seismic design for a multi-story building made of wood and materials based on it. Results: We considered the seismic design of a mu

APA, Harvard, Vancouver, ISO, and other styles

25

Bigelow, Jake, Brent Phares, Terry Wipf, Mike Ritter, and Doug Wood. "Dynamic Field Performance of Glued Laminated Timber Bridges." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (2005): 154–64. http://dx.doi.org/10.1177/0361198105192800117.

Full text

Abstract:

To use and develop timber structures in transportation better, the U.S. government implemented several national programs starting in the early 1990s to address the needs of the timber industry. One need was to investigate the dynamic field performance of timber bridges in relation to vehicular loading. The AASHTO load and resistance factor design specifications recommend a dynamic load allowance of 0.165 for timber bridges. To investigate this codified value, research was needed to determine the dynamic characteristics of timber bridges and to study their dynamic performance. To obtain dynamic

APA, Harvard, Vancouver, ISO, and other styles

26

Karacabeyli, E., H. Fraser, and W. Deacon. "Lateral and withdrawal load resistance of glulam rivet connections made with sawn timber." Canadian Journal of Civil Engineering 25, no. 1 (1998): 128–38. http://dx.doi.org/10.1139/l97-070.

Full text

Abstract:

The efficiency of glulam rivets has made them one of the most suitable connectors in heavy timber construction utilizing glued-laminated timber (glulam) members. Starting with the 1994 version of the CSA Standard for Engineering Design in Wood, design procedures are also available for the use of glulam rivet connections with sawn timbers. In the course of formulating these design provisions, several series of lateral resistance and withdrawal tests were performed using glulam rivets with sawn timbers to study the effects of material (sawn timber versus glulam), species, loading type and direct

APA, Harvard, Vancouver, ISO, and other styles

27

Kubojima, Yoshitaka, and Mario Tonosaki. "Young’s and shear moduli of glued laminated timber composed of different species obtained by a flexural vibration test." Holzforschung 66, no. 7 (2012): 871–75. http://dx.doi.org/10.1515/hf-2011-0209.

Full text

Abstract:

Abstract The applicability of the flexural vibration test to determine the elastic constants of glued laminated timber (GLT) composed of five wood species (ash, Fraxinus spaethiana Lingelsh.; balsa, Ochroma pyramidale Urban.; Japanese cedar, Cryptomeria japonica D. Don; Japanese red pine, Pinus densiflora Sieb. et Zucc.; Sitka spruce, Picea sitchensis Carr.) has been investigated. GLT models were prepared from four laminae with dimensions of 30 (R)×5 (T)×300 (L) mm3. The suitability of Japanese cedar for inner layers in GLTs was tested by flexural vibration test to determine the elastic consta

APA, Harvard, Vancouver, ISO, and other styles

28

Gerold, Matthias. "Bloc-Glued Laminated Decks for Timber Bridges." Structural Engineering International 12, no. 3 (2002): 214–17. http://dx.doi.org/10.2749/101686602777965333.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Dolan, C. W., T. L. Galloway, and A. Tsunemori. "Prestressed Glued-Laminated Timber Beam—Pilot Study." Journal of Composites for Construction 1, no. 1 (1997): 10–16. http://dx.doi.org/10.1061/(asce)1090-0268(1997)1:1(10).

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Falk, Robert H., and François Colling. "Laminating Effects in Glued-Laminated Timber Beams." Journal of Structural Engineering 121, no. 12 (1995): 1857–63. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:12(1857).

Full text

APA, Harvard, Vancouver, ISO, and other styles

31

Henriksen, Keld H., and Flemming Teglkamp. "Painting of Boron-Treated Glued Laminated Timber." IABSE Symposium Report 85, no. 10 (2001): 1–6. http://dx.doi.org/10.2749/222137801796348359.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

Tomasi, Roberto, Maria Adelaide Parisi, and Maurizio Piazza. "Ductile Design of Glued-Laminated Timber Beams." Practice Periodical on Structural Design and Construction 14, no. 3 (2009): 113–22. http://dx.doi.org/10.1061/(asce)1084-0680(2009)14:3(113).

Full text

APA, Harvard, Vancouver, ISO, and other styles

33

Manbeck, Harvey B., Paul R. Blankenhorn, John J. Janowiak, et al. "Northern Red Oak Glued-Laminated Timber Bridge." Journal of Bridge Engineering 4, no. 4 (1999): 269–78. http://dx.doi.org/10.1061/(asce)1084-0702(1999)4:4(269).

Full text

APA, Harvard, Vancouver, ISO, and other styles

34

Kytka, Tomáš, Miroslav Gašparík, David Novák, Lukáš Sahula, Elham Karami, and Sumanta Das. "Burning Properties of Combined Glued Laminated Timber." Fire 7, no. 1 (2024): 30. http://dx.doi.org/10.3390/fire7010030.

Full text

Abstract:

This study delved into the combustion properties of combined glulam bonded using polyurethane (PUR) and resorcinol-phenol-formaldehyde (RPF) adhesives. The experiment involved three distinct wood species, namely, spruce, alder, and beech, which were combined in homogeneous, non-homogeneous symmetrical, and non-homogeneous asymmetrical arrangements. These species were selected to represent a spectrum, namely, softwood (spruce), low-density hardwood (alder), and high-density hardwood (beech). The varying combinations of wood species illustrate potential compositions within structural elements, a

APA, Harvard, Vancouver, ISO, and other styles

35

Somadona, Sonia, Evi Sribudiani, and Ditiya Elsa Valencia. "KARAKTERISTIK BALOK LAMINASI KAYU AKASIA (Acacia Mangium) DAN MERANTI MERAH (Shorea leprosula) BERDASARKAN SUSUNAN LAMINA DAN BERAT LABUR PEREKAT STYROFOAM." Wahana Forestra: Jurnal Kehutanan 15, no. 2 (2020): 53–64. http://dx.doi.org/10.31849/forestra.v15i2.5039.

Full text

Abstract:

The potential for wood raw materials in Indonesia is very abundant, but the increasing need for processed wood as a building material makes it difficult to obtain sawn timber in large sizes and with quality, due to the increasingly limiting logging in natural forests. High quality wood is hard to find in the market, so it is necessary to combine low quality and high quality wood by engineering the product with an adhesive, one of which is glued laminated timber. This study aims to see the characteristics of the glued laminated timber of Acacia mangium and Shorea leprosula based on the arrangem

APA, Harvard, Vancouver, ISO, and other styles

36

Vodiannikov, Mikhail, and Galina Kashevarova. "Composite Solutions for Glulam Joints." Key Engineering Materials 801 (May 2019): 47–52. http://dx.doi.org/10.4028/www.scientific.net/kem.801.47.

Full text

Abstract:

The current level of the development of composite materials allows producing laminate structures with the desired properties. The application of supercomputer calculation and software systems, numerical modeling methods using finite elements enables the design and analysis of such structures. This article deals with design and calculation methods; the results of the full-scale tests of the joints of glued laminated timber with carbon fiber dowel pins and plates are presented. An overview of the behavior of such structures in corrosive environment and the comparative analysis with traditional s

APA, Harvard, Vancouver, ISO, and other styles

37

Zhou, Jiale, Chuanxi Li, Lu Ke, Jun He, and Zhifeng Wang. "Experimental Study on Loading Capacity of Glued-Laminated Timber Arches Subjected to Vertical Concentrated Loads." Advances in Civil Engineering 2020 (May 22, 2020): 1–9. http://dx.doi.org/10.1155/2020/7987414.

Full text

Abstract:

Glued-laminated timber arches are widely used in gymnasiums, bridges, and roof trusses. However, studies on their mechanical behaviours and design methods are still insufficient. This paper investigates the in-plane loading capacity of circular glued-laminated timber arches made of Douglas fir. Experiments were conducted on four timber-arch models with different rise-to-span ratios under concentrated loads at mid-span and quarter-point locations. The structural responses, failure modes, and loading capacity of the timber arch specimens were obtained. The results show that the timber arches pre

APA, Harvard, Vancouver, ISO, and other styles

38

Bianchi, Natália, Matheus Henrique Morato de Moraes, Karina Aparecida de Oliveira, Carolina Aparecida Barros de Oliveira, Júlio Cesar Molina, and André Luis Christoforo. "Glulam bonding quality of chromated copper arsenate treatment applied to Pinus elliottii wood and three structural adhesives." Maderas. Ciencia y Tecnología 27 (March 27, 2025): e2125. https://doi.org/10.22320/s0718221x/2025.21.

Full text

Abstract:

Glued laminated timber is an alternative gaining prominence in the Brazilian construction field. As a result, industries seek ways to improve the quality of their products, focusing on the wood used, the adhesive, and the manufacturing process. The aims of this study are to evaluate the effect of the preservative treatment chromated copper arsenate (CCA) as a preservative treatment on the gluing quality of Pinus elliottii (slash pine) glued laminated timber (Glulam) elements. For this purpose, Glulam was compared with and without CCA treatment, using Cascophen RS 216 -M, Jowat 686,60 and AG 10

APA, Harvard, Vancouver, ISO, and other styles

39

Pang, Sung-Jun, Shik Lee, and Jung-Kwon Oh. "Lateral load carrying capacities of particleboard shear walls made by gluing with timber studs." BioResources 18, no. 1 (2022): 1072–95. http://dx.doi.org/10.15376/biores.18.1.1072-1095.

Full text

Abstract:

Particleboard shear walls were developed and their lateral load carrying capacities were evaluated. The shear walls were made by connecting particleboards and timber studs with polyurethane (PUR) or nails. Seven types of particleboard shear wall specimens were manufactured by varying the wood species, size of the timber studs, and number of particleboards. The size of the shear wall specimens was 2.4 m × 2.7 m, and the bottom of the shear wall was fixed to the steel frame of the test equipment using hold-downs and angle brackets. As a result, the lateral load carrying capacities of the glued p

APA, Harvard, Vancouver, ISO, and other styles

40

Gečys, Tomas, Alfonsas Daniūnas, Kęstutis Gurkšnys, and Konstantin Rasiulis. "EXPERIMENTAL INVESTIGATION OF GLUED LAMINATED TIMBER BEAM-TO-BEAM CONNECTION / KLIJUOTOSIOS MEDIENOS SIJOS ELEMENTŲ TARPUSAVIO JUNGTIES EKSPERIMENTINIS TYRIMAS." Engineering Structures and Technologies 5, no. 1 (2013): 11–19. http://dx.doi.org/10.3846/2029882x.2013.777018.

Full text

Abstract:

Semi rigid mounting joints of glued laminated timber elements are connections that are fully assembled on construction site and capable to handle bending moments, axial and shear forces. The need for new type of semi rigid timber elements’ connection is obvious. The manufacturing possibilities of glued laminated timber elements’ are wide: straight element's length may extend up to 40 m or curved axis elements with dimensions of up to 10 meters in height, therefore, manufacturers, erectors and others face with transportation problems of non-standard, oversized elements. Semi-rigid mounting join

APA, Harvard, Vancouver, ISO, and other styles

41

Hosteng, Travis, Brent Phares, Terry Wipf, Mike Ritter, and Doug Wood. "Live Load Deflection Performance of Glued Laminated Timber Girder Bridges." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (2005): 174–82. http://dx.doi.org/10.1177/0361198105192800119.

Full text

Abstract:

To demonstrate and possibly to promote the increased use of timber bridges in U.S. transportation systems, various agencies, including the United States Department of Agriculture Forest Products Laboratory and FHWA, have supported research to develop improved glued laminated timber bridges. This project is part of this research and identifies acceptable live load deflection characteristics of timber bridges. The relationship between live load deflection and the condition of the asphalt wearing surface is of particular interest. To accomplish this, eight glued laminated timber girder bridges we

APA, Harvard, Vancouver, ISO, and other styles

42

Klapálek, Pavel, Zdeněk Prošek, and Vlastimil Králík. "Comparison of Modulus of Elasticity of Glued Laminated Timber." Key Engineering Materials 714 (September 2016): 29–32. http://dx.doi.org/10.4028/www.scientific.net/kem.714.29.

Full text

Abstract:

This article focuses on testing of glued laminated timber beams and researching their properties. The article mainly focuses on comparison of measured modulus of elasticity obtained by two different methods. First method used was method of spike which has non-destructive character. This method was used to measure properties of glued laminated timber (GLT) on macro mechanical level in form of modulus of elasticity. Second method was used to determine micromechanical properties of material and is called nanoindentation. Tested material will be also described the article along with principle of t

APA, Harvard, Vancouver, ISO, and other styles

43

Dill-Langer, Gerhard, Rupert Nieberle, and Andreas Hänsel. "Glued laminated Robinia hardwood timber for structural use." BioResources 20, no. 2 (2025): 3848–65. https://doi.org/10.15376/biores.20.2.3848-3865.

Full text

Abstract:

Robinia wood has a high technical and economic potential due to its future availability, its mechanical properties, and its durability. This also applies to its use in structural timber construction. Such applications require the manufacture of bonded construction products from this type of wood in order to compensate for dimensional shortcomings. In an application-oriented research project, tests were carried out for manufacturing technologies and resulting properties of glued laminated timber made from the hardwood species Robinia for structural purposes. Based on adapted visual grading rule

APA, Harvard, Vancouver, ISO, and other styles

44

Ramos, Fernando Murilo Gontijo, E. V. M. Carrasco, and Francisco Carlos Rodrigues. "Cross Laminated Timber in the International Context and in Brazil: Most Relevant Aspects." Key Engineering Materials 777 (August 2018): 543–47. http://dx.doi.org/10.4028/www.scientific.net/kem.777.543.

Full text

Abstract:

Timber is still being rediscovered as building material of excellence in Brazil, and especially as one of the most environmentally friendly one. In the scenario of the production of sustainable buildings, the construction system that uses wood panels - widely used in Europe, USA and Canada - called Glued Laminated Timber (GLULAM) and Cross Laminated Timber (CLT), occupies a prominent place, especially by the possibility of using wood from planted forests. This work aims to provide an overview of what is being produced in Europe and in Brazil.

APA, Harvard, Vancouver, ISO, and other styles

45

Villar-García, José R., Pablo Vidal-López, Desirée Rodríguez-Robles, and Manuel Guaita. "Cost optimisation of glued laminated timber roof structures using genetic algorithms." Biosystems Engineering 187 (October 9, 2019): 258–77. https://doi.org/10.1016/j.biosystemseng.2019.09.008.

Full text

Abstract:

Roof structures comprising of heavy timber trusses and purlins made of glued laminated timber, as well as dowels and metal plates used as mechanical joints, are widely employed, among others, in agro-industrial settings that require large open areas. This paper presents the economic optimisation of such roof structures through the use genetic algorithm models. Two phases of optimisation were carried out: firstly, in two dimensions for a single truss and, then, an entire roof structure in three dimensions. Both models followed a discrete approach, i.e. the optimisation of the cross-section was

APA, Harvard, Vancouver, ISO, and other styles

46

Terezo, Rodrigo Figueiredo, Talitha Oliveira Rosa, Francisco Raphael Cabral Furtado, Camilla Gabriela Melo Ampessan, Alexsandro Bayestorff Cunha, and Angela Do Valle. "SCARF JOINTS IN GLUED LAMINATED TIMBER OF PARICÁ." FLORESTA 51, no. 3 (2021): 713. http://dx.doi.org/10.5380/rf.v51i3.72445.

Full text

Abstract:

Glued Laminated Timber (GLULAM) is manufactured by joining wood lamellae glued in parallel to each other. GLULAM with larger longitudinal dimensions can be obtained by gluing the tops of two wood lamellae. The gluing of the tops can be done using wedge-shaped scarf joints. However, the joints produce a discontinuity in the wood, being areas considered as susceptible to rupture. In this way, the objectives were to evaluate four slopes (1:6; 1:8; 1:10 and 1:12) in scarf joints of Schizolobium parahyba var. amazonicum timber for use with structural purposes; and glued laminated timber beams – GLU

APA, Harvard, Vancouver, ISO, and other styles

47

Deeny, Susan, Barbara Lane, Rory Hadden, and Andrew Lawrence. "Fire safety design in modern timber buildings." Structural Engineer 96, no. 1 (2018): 48–53. http://dx.doi.org/10.56330/wter3078.

Full text

Abstract:

Designers of the built environment are currently focused on creating new materials for construction, or innovating new construction methods with traditional construction materials. This is part of the very complex challenge of balancing environmental issues, such as energy use, with the ongoing market demand for reducing construction costs and time. This has led to a rapid rise in the uptake of timber, such as glued laminated timber (glulam) and cross-laminated timber (CLT), particularly in the design of multistorey residential buildings. This paper focuses on the design of tall timber constru

APA, Harvard, Vancouver, ISO, and other styles

48

Razin'kov, E. M. "Eﬄux velocity of oligomers of various viscosity". Plasticheskie massy, № 1-2 (19 березня 2020): 42–44. http://dx.doi.org/10.35164/0554-2901-2020-1-2-42-44.

Full text

Abstract:

The eﬄux velocity of oligomers based on carbamide-phenol formaldehyde resins plays a signiﬁcant role in the manufacture of various types of glued materials, especially laminated beams for housing construction. The eﬄux velocity of carbamide-phenol formaldehyde oligomer was studied in the context of laminated timber technology.

APA, Harvard, Vancouver, ISO, and other styles

49

Derkowski, Adam, Marcin Kuliński, Adrian Trociński, Sławomir Krzosek, and Radosław Mirski. "Selected Mechanical Properties of Glue-Laminated Timber Produced from Locally Repaired Timber." Materials 15, no. 22 (2022): 8112. http://dx.doi.org/10.3390/ma15228112.

Full text

Abstract:

This study aimed to evaluate the mechanical properties determined in a 4-point bending test of beams made of lumber from which knots had been locally removed and the resulting loss replaced with sound wood. Three sets of beams were prepared, which differed in the number of layers/lamellas and the position of the lamellas from which edge knots were removed. All the lamellas used in the tests were subjected to a modulus of elasticity assessment. In addition to the distribution of defects, it determined the position of a given piece in the beam structure. The tests showed that high mechanical pro

APA, Harvard, Vancouver, ISO, and other styles

50

Shekhorkina, S., К. Shliakhov, and А. Sopilniak. "EXPERIMENTAL INVESTIGATION OF LOAD-BEARING CAPACITY AND DEFLECTIONS OF FULL-SCALE GLUED LAMINATED TIMBER BEAMS." Odes’kyi Politechnichnyi Universytet Pratsi 2, no. 61 (2020): 5–11. http://dx.doi.org/10.15276/opu.2.61.2020.01.

Full text

Abstract:

With the transition to the design of timber structures in accordance with European standards, problems arise in assessment of the load-bearing capacity of glued timber structures that are caused by insufficient amount of data about the physical, mechanical and deformation properties of glued timber, which is produced in Ukraine. The aim of the work was to determine the load bearing capacity in bending and deflection of a glued timber beam under the action of a concentrated load in the middle of the span. Two glued laminated timber beams were used in the experiment. Both beams were made using l

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!