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Journal articles on the topic 'Glued-in rods'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Bidakov, Andrii, Evhenyi Raspopov, and Oksana Pustovoitova. "Specificity of strength calculation for glued-in steel rods in LVL with unidirectional veneer." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 51 (2018): 196–201. http://dx.doi.org/10.26906/znp.2018.51.1315.

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Design of joints of LVL elements with glued-in steel rods and metal connectors is considered as semi-rigid connection and requires taking of account the compliance. A comparative analysis of the test results of the beams with a metal connector and glued-in steel rods as well as solid beams is made in the paper. Design method of glued-in rods in LVL is proposed and taken into account failure mode. It allows reducing the distance between the axes of the rods as well as the distance from the rod axіs to the edges in the cross section of the beam and increasing the joint strength.

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2

Naichuk, А. Ya. "KNEE JOINT OF THREE-HINGED GLUED TIMBER PORTAL FRAME EXECUTED AS JOINT ON GLUED-IN RODS." Modern structures of metal and wood, no. 25 (August 2021): 82–102. http://dx.doi.org/10.31650/2707-3068-2021-25-92-102.

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In the modern construction of buildings and structures there are many constructive solutions for connecting the rafter with the column of wooden three-hinged portal frames. One of these constructive solutions is the use of knee joints executed as joint on glued-in rods. Despite the accumulated experience in the construction of buildings using timber structures with joints on glued-in rods, there are still urgent tasks to improve the technology of their manufacture and calculation models. The purpose of this work was to conduct experimental and theoretical studies of the knee joint executed as

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3

Ratsch, N., M. Burnett-Barking, S. Böhm, et al. "Resistive curing of glued-in rods." Construction and Building Materials 268 (January 2021): 121127. http://dx.doi.org/10.1016/j.conbuildmat.2020.121127.

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4

Raja Hussin, Tengku Anita, Rohana Hassan, Buan Anshari, Azman Md Nor, and S. M. Sapuan. "Modification Model of Glued-In Rods Splice Connection Using Statistical Analysis for Mengkulang Glulam Timber." Forests 14, no. 3 (2023): 491. http://dx.doi.org/10.3390/f14030491.

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The statistical study of the glued-in rod splice connection for Mengkulang glulam timber is presented in this research. This type of connection is used in many applications, such as bridge construction and wide hall, besides becoming increasingly popular due to its cost-effectiveness and ease of installation. Using statistical analysis to evaluate the performance of glued-in rod splice connections is relatively new. Statistical analysis can assess the connection’s performance by examining the glued-in rod splice connection’s strength, stiffness, and durability. Glued-in rods have several advan

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5

Azinović, Boris, Erik Serrano, Miha Kramar, and Tomaž Pazlar. "Experimental investigation of the axial strength of glued-in rods in cross laminated timber." Materials and Structures 51, no. 143 (2018): 16. https://doi.org/10.1617/s11527-018-1268-y.

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The paper presents results from an experimental assessment of glued-in rods in cross laminated timber (CLT). For the purposes of the study more than 60 pull–pull tests were performed, where the specimens varied in terms of bonded-in length (from 80 to 400 mm), rod diameter (16–24 mm) and rod-to-grain angle (parallel and perpendicular). Several different failure modes that are not common for other applications of glued-in rods (e.g., a failure between CLT layers) were obtained for the analysed CLT specimens. It was found that these failure mechanisms can substantially

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6

Azinović, Boris, Henrik Danielsson, Erik Serrano, and Miha Kramar. "Glued-in rods in cross laminated timber – Numerical simulations and parametric studies." Construction and Building Materials 212 (April 6, 2019): 431–41. https://doi.org/10.1016/j.conbuildmat.2019.03.331.

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Numerical simulations and parametric studies of glued-in rods in cross-laminated timber have been performed. The simulations were based on 3D finite element analysis, using a cohesive surface model for the bond-lines between the laminations and the bond-line along the rod. The parametric studies investigated the influence of the glued-in length, the rod diameter, and the rod-to-grain angle on the load-bearing capacity and stiffness of the connection. The analyses showed that the load-bearing capacity generally increases with the glued-in length and the rod diameter, which agrees well with expe

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7

Stepinac, M., V. Rajčić, F. Hunger, and J. W. G. van de Kuilen. "Glued-in rods in beech laminated veneer lumber." European Journal of Wood and Wood Products 74, no. 3 (2016): 463–66. http://dx.doi.org/10.1007/s00107-016-1037-y.

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8

Bidakov, Andrii, Ieugeniy Raspopov, Oksana Pustovoitova, and Bogdan Strashko. "STRENGTH ANALYSIS OF GLUED-IN STEEL RODS WITH DIFFERENT LOCATIONS IN CLT PANELS CROSS SECTION." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 53 (2019): 42–47. http://dx.doi.org/10.26906/znp.2019.53.1888.

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New types of wood based building materials to which the CLT refers require an accurate evaluation of the strength of varioustypes of connections. CLT panels connections with glued-in steel rods are of interest due to the possibility of creating quickmounted and rigid joints in the factory. Since the CLT have the structure of the perpendicular orientated boards in adjacentlayers, the strength and behaviour of the pasted rods is difficult to predict. The purpose of this study was to establish thestrength of the glued-in rods by pull-pull tests with different locations relative to the boards laye

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9

Pugovics, Karlis, Uldis Spulle, Irina Arhipova, Edvins Grants, and Kristians Klancbergs. "Influence of glue-free zones on the withdrawal capacity of glued-in steel threaded rods." BioResources 18, no. 1 (2022): 1206–14. http://dx.doi.org/10.15376/biores.18.1.1206-1214.

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The hidden nature of a glued-in rod joint presents considerable challenges with regards to quality control, and there has been minimal research on the subject to fully understand the influence of defects on the joint performance. In this study, voids in adhesive line or glue-free zones were simulated in various depths of the embedded rod, and the results were compared to a reference sample population without defects. Withdrawal capacity of glued-in steel threaded rods were lower compared to reference group samples without gluing defects, when glue simulated voids or glue-free zones were positi

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10

Vašek, Milan. "Timber Semi-rigid Frame with Glued-in Rods." IABSE Symposium Report 92, no. 25 (2006): 45–51. http://dx.doi.org/10.2749/222137806796169227.

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11

Gonzalez, E., C. Avez, and T. Tannert. "Timber Joints with Multiple Glued-in Steel Rods." Journal of Adhesion 92, no. 7-9 (2015): 635–51. http://dx.doi.org/10.1080/00218464.2015.1099098.

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12

Steiger, René, Erik Serrano, Mislav Stepinac, et al. "Strengthening of timber structures with glued-in rods." Construction and Building Materials 97 (October 2015): 90–105. http://dx.doi.org/10.1016/j.conbuildmat.2015.03.097.

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13

Bletz-Mühldorfer, Oliver, Friedemann Diehl, Leander Bathon, et al. "Load-Bearing Behaviour of Rods Glued in Hardwood." adhesion ADHESIVES + SEALANTS 15, no. 4 (2018): 10–15. http://dx.doi.org/10.1007/s35784-018-0025-5.

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14

O'Neill, Caoimhe, Daniel McPolin, Su E. Taylor, Annette M. Harte, Conan O'Ceallaigh, and Karol S. Sikora. "Timber moment connections using glued-in basalt FRP rods." Construction and Building Materials 145 (August 2017): 226–35. http://dx.doi.org/10.1016/j.conbuildmat.2017.03.241.

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15

Ernewein, Benjamin, and Joshua E. Woods. "Distributed fiber optic strain sensing in axially loaded glued-in steel rods in glued-laminated timber." Construction and Building Materials 392 (August 2023): 132020. http://dx.doi.org/10.1016/j.conbuildmat.2023.132020.

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16

Lartigau, Julie, Jean-Luc Coureau, Stéphane Morel, Philippe Galimard, and Emmanuel Maurin. "Mixed mode fracture of glued-in rods in timber structures." International Journal of Fracture 192, no. 1 (2014): 71–86. http://dx.doi.org/10.1007/s10704-014-9986-9.

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17

Vallée, Till, and Michael Adam. "Inductively cured glued-in rods in timber using Curie particles." International Journal of Adhesion and Adhesives 70 (October 2016): 37–45. http://dx.doi.org/10.1016/j.ijadhadh.2016.05.005.

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18

Ratsch, Nils, Stefan Böhm, Morten Voß, and Till Vallée. "Accelerated curing of glued-in rods: Influence of manufacturing defects." Construction and Building Materials 298 (September 2021): 123665. http://dx.doi.org/10.1016/j.conbuildmat.2021.123665.

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19

Jensen, Jørgen Lauritzen, and Per-Johan Gustafsson. "Shear strength of beam splice joints with glued-in rods." Journal of Wood Science 50, no. 2 (2004): 123–29. http://dx.doi.org/10.1007/s10086-003-0538-6.

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20

Bouchard, Raphaël, Alexander Salenikovich, Caroline Frenette, and Guillaume Bedard-Blanchet. "Experimental investigation of joints with multiple glued-in rods in glued-laminated timber under axial tensile loading." Construction and Building Materials 293 (July 2021): 122614. http://dx.doi.org/10.1016/j.conbuildmat.2021.122614.

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21

Fragiacomo, Massimo, and Mark Batchelar. "Timber Frame Moment Joints with Glued-In Steel Rods. I: Design." Journal of Structural Engineering 138, no. 6 (2012): 789–801. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000419.

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22

Zhu, Hong, Pedram Faghani, and Thomas Tannert. "Experimental investigations on timber joints with single glued-in FRP rods." Construction and Building Materials 140 (June 2017): 167–72. http://dx.doi.org/10.1016/j.conbuildmat.2017.02.091.

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23

Otero Chans, D., J. Estévez Cimadevila, and E. Martín Gutiérrez. "Withdrawal strength of threaded steel rods glued with epoxy in wood." International Journal of Adhesion and Adhesives 44 (July 2013): 115–21. http://dx.doi.org/10.1016/j.ijadhadh.2013.02.008.

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24

Еренчинов, Сергей Александрович, and Снежана Андреевна Минигалеева. "Comparative analysis of the results of studies of various adhesives for wooden structure units." Академический вестник УралНИИпроект РААСН, no. 4(55) (December 30, 2022): 71–75. http://dx.doi.org/10.25628/uniip.2022.55.4.012.

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Вопрос о создании узловых соединений деревянных конструкций, одновременно отвечающих высокой прочности и технологичности, является актуальным. В настоящей работе описаны экспериментальные исследования соединений древесины на вклеенных стальных стержнях с использованием нескольких типов клеев. Выполнен сравнительный анализ полученных в ходе проведенных испытаний данных. Выявлены конструктивные особенности, позволяющие рационально проектировать узлы на вклеенных стержнях в древесину. Сделаны выводы о характере работы рассматриваемого клеевого соединения. The issue of creating knotty joints of wo

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25

Guzii, Sergii G., Pavel V. Krivenko, Olga P. Bondarenko, and Tamara Kopylova. "Study on Physico-Mechanical Properties of the Modified Alkaline Aluminosilicate Adhesive-Bonded Timber Elements." Solid State Phenomena 296 (August 2019): 112–17. http://dx.doi.org/10.4028/www.scientific.net/ssp.296.112.

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The purpose of the work was to study physico-mechanical properties of glued connections of wood rods, toothed lamellae after splicing and corner spike clamping of window frames which were obtained in the production conditions. The alkaline aluminosilicate binder-based adhesive (glue) of the composition 0.8Na2O·Al2O3·4.5SiO2·20H2O modified using organo-mineral additives was used in testing. After solidification of the adhesive, the samples were cut to determine the strength of frame corner joints in bending, glued timber connections for splitting along the grains, toothed glued connections in b

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26

Azinović, Boris, Henrik Danielsson, Erik Serrano, and Miha Kramar. "Glued-in rods in cross laminated timber – Numerical simulations and parametric studies." Construction and Building Materials 212 (July 2019): 431–41. http://dx.doi.org/10.1016/j.conbuildmat.2019.03.331.

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27

Kangas, Jorma, Ari Kevarinmäki, and Hannu Lumiaho. "Timber Structures with Connections Based on in V-Form Glued-In Rods." IABSE Symposium Report 85, no. 1 (2001): 31–36. http://dx.doi.org/10.2749/222137801796349259.

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28

Bidakov, А., I. Raspopov, and B. Strashko. "JOINTS OF LVL ELEMENTS WITH GLUED-IN STEEL RODS AND METAL CONNECTOR." Building constructions. Theory and Practice, no. 2 (March 30, 2018): 80–91. http://dx.doi.org/10.32347/2522-4182.2.2018.80-91.

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29

Serrano, E. "Glued-in rods for timber structures - An experimental study of softening behaviour." Materials and Structures 34, no. 238 (2005): 228–34. http://dx.doi.org/10.1617/13613.

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30

Otero Chans, D., J. Estévez Cimadevila, and E. Martín Gutiérrez. "Strength of Joints with Epoxy-Glued Threaded Steel Rods in Tali Timber." Journal of Materials in Civil Engineering 23, no. 4 (2011): 453–58. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000191.

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31

Jemaa, Yaser, David Yeboah, and Michaela Gkantou. "Flexural performance of glulam timber beams with glued-in BFRP rods connections." Construction and Building Materials 443 (September 2024): 137628. http://dx.doi.org/10.1016/j.conbuildmat.2024.137628.

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32

Tannert, Thomas, Hong Zhu, Sebastian Myslicki, Frank Walther, and Till Vallée. "Tensile and fatigue investigations of timber joints with glued-in FRP rods." Journal of Adhesion 93, no. 11 (2016): 926–42. http://dx.doi.org/10.1080/00218464.2016.1190653.

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33

Ogrizovic, Jelena, Flavio Wanninger, and Andrea Frangi. "Experimental and analytical analysis of moment-resisting connections with glued-in rods." Engineering Structures 145 (August 2017): 322–32. http://dx.doi.org/10.1016/j.engstruct.2017.05.029.

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34

Di Maria, Valentina, Luca D’Andria, Giovanni Muciaccia, and Anton Ianakiev. "Influence of elevated temperature on glued-in steel rods for timber elements." Construction and Building Materials 147 (August 2017): 457–65. http://dx.doi.org/10.1016/j.conbuildmat.2017.04.038.

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35

Otero-Chans, D., J. Estévez-Cimadevila, E. Martín-Gutiérrez, and F. Suárez-Riestra. "Systems that improve the behaviour of joints made using glued-in rods." European Journal of Wood and Wood Products 77, no. 6 (2019): 1079–93. http://dx.doi.org/10.1007/s00107-019-01461-4.

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36

Serrano, E. "Glued-in rods for timber structures—An experimental study of softening behaviour." Materials and Structures 34, no. 4 (2001): 228–34. http://dx.doi.org/10.1007/bf02480593.

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37

Adam, Michael, Andreas Lühring, Matthias Popp, Simon Fecht, and Till Vallée. "Pre-applicable structural adhesives for timber engineering: Glued-in G-FRP rods." International Journal of Adhesion and Adhesives 67 (June 2016): 121–27. http://dx.doi.org/10.1016/j.ijadhadh.2015.12.034.

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38

Peng, Jun, Dan-Dan Wang, Shao-Bo Kang, and Shu-Rong Zhou. "A Simplified Method for Predicting Bond–Slip Behaviour of Ribbed Bars and Threaded Rods Glued in Glulam along the Grain." Materials 16, no. 15 (2023): 5370. http://dx.doi.org/10.3390/ma16155370.

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The bond between a steel reinforcement/rod and glulam plays a crucial role in the resistance and deformation capacity of timbers joints. Existing studies provide different bond–slip models for reinforcements and rods with different anchorage lengths, in which the relationship between local bond stress and global bond behaviour cannot not be established. This study presents a unified analytical method for predicting the bond–slip behaviour of ribbed bars and threaded rods along the grain using a local bond–slip model of reinforcement at the elastic and post-yield stages. In the analytical metho

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39

Zhang, Han, Haitao Li, Yukun Tian, et al. "Glued-in GFRP rods in laminated flattened bamboo lumber subjected to monotonic loading." Construction and Building Materials 458 (January 2025): 139591. https://doi.org/10.1016/j.conbuildmat.2024.139591.

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40

Myslicki, S., O. Bletz-Mühldorfer, F. Diehl, et al. "Fatigue of glued-in rods in engineered hardwood products — part I: experimental results." Journal of Adhesion 95, no. 5-7 (2019): 675–701. http://dx.doi.org/10.1080/00218464.2018.1555477.

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41

Myslicki, S., F. Walther, O. Bletz-Mühldorfer, et al. "Fatigue of glued-in rods in engineered hardwood products — Part II: Numerical modelling." Journal of Adhesion 95, no. 5-7 (2019): 702–22. http://dx.doi.org/10.1080/00218464.2018.1555478.

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42

Jensen, Jørgen L., Makoto Nakatani, Pierre Quenneville, and Bryan Walford. "A simple unified model for withdrawal of lag screws and glued-in rods." European Journal of Wood and Wood Products 69, no. 4 (2010): 537–44. http://dx.doi.org/10.1007/s00107-010-0478-y.

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43

Tlustochowicz, Gabriela, Erik Serrano, and René Steiger. "State-of-the-art review on timber connections with glued-in steel rods." Materials and Structures 44, no. 5 (2010): 997–1020. http://dx.doi.org/10.1617/s11527-010-9682-9.

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44

Grunwald, Cordula, Till Vallée, Simon Fecht, et al. "Rods glued in engineered hardwood products part II: Numerical modelling and capacity prediction." International Journal of Adhesion and Adhesives 90 (April 2019): 182–98. http://dx.doi.org/10.1016/j.ijadhadh.2018.05.004.

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45

Lartigau, Julie, Jean-Luc Coureau, Stéphane Morel, Philippe Galimard, and Emmanuel Maurin. "Effect of temperature on the mechanical performance of glued-in rods in timber structures." International Journal of Adhesion and Adhesives 57 (March 2015): 79–84. http://dx.doi.org/10.1016/j.ijadhadh.2014.10.006.

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46

Karyadi, Karyadi, Wahyu Risky Nurpitasari, and Nindyawati Nindyawati. "Pull Out Resistance of Glued in Rod Parallel to Grain in Laminated Bamboo." Siklus : Jurnal Teknik Sipil 8, no. 1 (2022): 100–110. http://dx.doi.org/10.31849/siklus.v8i1.8755.

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Research on hollow cross section beams and columns made of laminated bamboo has been carried out. So that the two elements can be assembled into a building structure, it is necessary to do connection. Glued in rod is a new connecting tool whose mechanical properties still need to be studied. For this reasons this research was conducted. To achieve this objective, an experiment was conducted with the independent variables (1) the distance between the two edges, (2) the diameter of the threaded rod, and (3) the embedded length. The results showed that (1) the greater the distance between the two

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47

Rebouças, Arthur S., Zabih Mehdipour, Jorge M. Branco, and Paulo B. Lourenço. "Ductile Moment-Resisting Timber Connections: A Review." Buildings 12, no. 2 (2022): 240. http://dx.doi.org/10.3390/buildings12020240.

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In the last two decades, high-rise timber buildings have been built using the glulam truss system, even with limited openings. Moment-resisting timber frames (MRTF) with semi-rigid beam-to-column connections can be an architecture-friendly way to provide a load-carrying system to vertical and horizontal loads for timber buildings. In these structures, connections of adequate ductility are crucial to ensure robustness and energy dissipation. This paper presents a review of the main types of timber beam–column moment connections with improved ductility and proposes to carry out a ductility asses

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48

Parida, Gabriela, Helena Johnsson, and Massimo Fragiacomo. "Provisions for Ductile Behavior of Timber-to-Steel Connections with Multiple Glued-In Rods." Journal of Structural Engineering 139, no. 9 (2013): 1468–77. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000735.

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49

Serrano, Erik. "Glued-in rods for timber structures — a 3D model and finite element parameter studies." International Journal of Adhesion and Adhesives 21, no. 2 (2001): 115–27. http://dx.doi.org/10.1016/s0143-7496(00)00043-9.

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50

Kohl, Daniel, Nils Ratsch, Stefan Böhm, Morten Voß, Marvin Kaufmann, and Till Vallée. "Influence of manufacturing methods and imperfections on the load capacity of glued-in rods." Journal of Adhesion 96, no. 8 (2018): 738–59. http://dx.doi.org/10.1080/00218464.2018.1508351.

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