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Journal articles on the topic 'Glued-in rods'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 June 2025

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1

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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2

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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3

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 joint on glued-in rods to determine the stress-strain state of the timber in the connection region. To develop of proposals for improving knee joint executed as joint on glued-in rods. The study of the stress-strain state of the knee joint was carried out by solving a plane problem of the theory of elasticity using a software package based on the finite element method. In the software package used, procedures are implemented to take into account the anisotropy of the mechanical properties of wood, the violation of contact between the surfaces of the elements connected in the knee joint. Experimental studies were carried out by the method of static loading of a prototype of a knee joint made in full size, which in its geometric parameters and material properties corresponded to the CE model. As a result of the conducted studies, it was found that in the stretched zone of the knee joint, the glued rods of the rafter and the column are characterized by a significant uneven distribution of forces, in addition, the rods are subjected to compression, tension and bending. The most loaded are the rods located at the maximum distance from the joint of the rafter and the column. The distribution of forces in the rods of the compressed zone is close to uniform. The stress distribution along the length of the inclined rods of the embedded parts is characterized by a large unevenness. Based on the analysis of the stress-strain state of the knee joint of the frame, a new design solution is proposed in terms of the number of glued-in rods and their spacing.

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4

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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5

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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6

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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7

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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8

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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9

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 layers in the cross-section of theCLT panel. Diameter of all considered steel rods was smaller than thick of timber planks 30 mm in 5-lyers CLT specimenswithout gaps and stress relieves. Anchored length of rods in all specimens was 100 mm by using two component epoxy adhesive system.

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10

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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11

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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12

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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13

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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14

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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15

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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16

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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17

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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18

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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19

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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20

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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21

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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22

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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23

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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24

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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25

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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26

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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27

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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28

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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29

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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30

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 bending and water resistance of the glued connections of timber elements. The results of these tests showed high values of strength characteristics in case of the proposed modified alkaline aluminosilicate binder-based adhesive (glue), which were by 1.5 times higher than those in case of the WoodMax (D2) taken as a reference glue, and in water resistance complied with Class D2/D3 as per PN-EN 204.

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31

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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32

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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33

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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34

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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35

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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36

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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37

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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38

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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39

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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40

Gonzales, E., T. Tannert, and T. Vallee. "The impact of defects on the capacity of timber joints with glued-in rods." International Journal of Adhesion and Adhesives 65 (March 2016): 33–40. http://dx.doi.org/10.1016/j.ijadhadh.2015.11.002.

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41

Grunwald, Cordula, Till Vallée, Simon Fecht, et al. "Rods glued in engineered hardwood products part I: Experimental results under quasi-static loading." International Journal of Adhesion and Adhesives 90 (April 2019): 163–81. http://dx.doi.org/10.1016/j.ijadhadh.2018.05.003.

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42

Xu, B. H., A. Bouchaïr, and P. Racher. "Analytical study and finite element modelling of timber connections with glued-in rods in bending." Construction and Building Materials 34 (September 2012): 337–45. http://dx.doi.org/10.1016/j.conbuildmat.2012.02.087.

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43

Myslicki, S., T. Vallée, O. Bletz-Mühldorfer, F. Diehl, L. C. Lavarec, and R. Créac’Hcadec. "Fracture mechanics based joint capacity prediction of glued-in rods with beech laminated veneer lumber." Journal of Adhesion 95, no. 5-7 (2018): 405–24. http://dx.doi.org/10.1080/00218464.2018.1538879.

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44

Ratsch, N., S. Böhm, M. Voß, M. Adam, J. Wirries, and T. Vallée. "Accelerated curing of glued-in threaded rods by means of inductive heating – Part I: experiments." Journal of Adhesion 97, no. 3 (2019): 225–50. http://dx.doi.org/10.1080/00218464.2019.1654864.

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45

Ratsch, N., S. Böhm, M. Voß, M. Adam, J. Wirries, and T. Vallée. "Accelerated curing of glued-in threaded rods by means of inductive heating – part II: modelling." Journal of Adhesion 97, no. 3 (2019): 251–81. http://dx.doi.org/10.1080/00218464.2019.1654865.

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46

Martín-Gutiérrez, E., J. Estévez-Cimadevila, and D. Otero-Chans. "Durability of joints made with threaded steel rods glued in chestnut timber – An experimental approach." Composites Part B: Engineering 108 (January 2017): 413–19. http://dx.doi.org/10.1016/j.compositesb.2016.10.010.

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47

Raftery, Gary M., and Conor Whelan. "Low-grade glued laminated timber beams reinforced using improved arrangements of bonded-in GFRP rods." Construction and Building Materials 52 (February 2014): 209–20. http://dx.doi.org/10.1016/j.conbuildmat.2013.11.044.

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48

Yang, Huifeng, Weiqing Liu, and Xiao Ren. "A component method for moment-resistant glulam beam–column connections with glued-in steel rods." Engineering Structures 115 (May 2016): 42–54. http://dx.doi.org/10.1016/j.engstruct.2016.02.024.

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49

O'Neill, Caoimhe, Daniel McPolin, Su E. Taylor, Tony Martin, and Annette M. Harte. "Glued-in basalt FRP rods under combined axial force and bending moment: An experimental study." Composite Structures 186 (February 2018): 267–73. http://dx.doi.org/10.1016/j.compstruct.2017.12.029.

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50

Otero Chans, Dolores, Javier Estévez Cimadevila, and Emilio Martín Gutiérrez. "Model for predicting the axial strength of joints made with glued-in rods in sawn timber." Construction and Building Materials 24, no. 9 (2010): 1773–78. http://dx.doi.org/10.1016/j.conbuildmat.2010.02.010.

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