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Journal articles on the topic 'Nailed joints'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Li, Ling, Meng Gong, Ian Smith, and Dagang Li. "Exploratory study on fatigue behaviour of laterally loaded, nailed timber joints, based on a dissipated energy criterion." Holzforschung 66, no. 7 (2012): 863–69. http://dx.doi.org/10.1515/hf-2011-0077.

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Abstract Exploration of damage accumulation and reliable prediction of the fatigue lives of laterally loaded, nailed timber joints, are important to proper engineering design of wood structural systems subjected to earthquakes, cyclones/hurricanes or other loads causing fluctuating force flows in such joints. Failure of nailed timber joints typically involves the combination of yielding at plastic hinges in nail and/or the crushing of wood under nails. Force-based criteria can predict the static strength of such joints but cannot reliably predict fatigue behaviour because that depends on loadi

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2

Malhotra, S. K., and B. Thomas. "Effect of interface gap on load–slip characteristics of timber joints fabricated with multiple nails." Canadian Journal of Civil Engineering 12, no. 1 (1985): 104–13. http://dx.doi.org/10.1139/l85-011.

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An experimental program, exploratory in nature, has been carried out to investigate the effect of interface gap on the load–slip behaviour of joints fabricated with multiple nails. In total, 320 joint specimens have been tested. Modification factors are developed to account for the effects of number of nails and interface gap on the overall load-carrying capacity of joints with multiple nails. The current practice for the design of nailed joints is that a joint fastened together with multiple nails in a row, regardless of the interface characteristics of that joint, carries lateral load equal

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3

Gao, Ying, Shiyi Mei, Xingxia Ma, and Xinmiao Meng. "Effects of Decay on the Mechanical Properties of Nailed Joints in Light Wood Frame Structure." Forest Products Journal 71, no. 1 (2021): 46–57. http://dx.doi.org/10.13073/fpj-d-20-00054.

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Abstract For this study, spruce–pine–fir (Picea–Pinus–Abies [SPF]) specification material, oriented strand board (OSB), and domestic twisted nails that were driven vertically and perpendicular-to-grain were selected. Referring to GB/T 13942.1-2009, nailed joints specimens were exposed both to white rot fungus and brown rot fungus for 1 month to 6 months. The monotonous loading test was applied to the specimens based on ASTM D1761-88. The holding power of the nails and weight loss of both OSB and SPF were investigated. Theoretical maximum load of the nailed joints was calculated according to Eu

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4

Sà Ribeiro, Ruy A., and Patrick J. Pellicane. "Modeling Load‐Slip Behavior of Nailed Joints." Journal of Materials in Civil Engineering 4, no. 4 (1992): 385–98. http://dx.doi.org/10.1061/(asce)0899-1561(1992)4:4(385).

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5

Jaeger, Leslie G., and Baidar Bakht. "Effect of butt joints on the flexural stiffness of laminated timber bridges." Canadian Journal of Civil Engineering 17, no. 5 (1990): 859–64. http://dx.doi.org/10.1139/l90-096.

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Prestressed and nailed laminated timber bridge decks are made from laminates which, because of their being usually shorter in length than the deck span, are butt-jointed at regular intervals. In calculating deflections of such decks, it is usual to ignore the reduction in flexural rigidity of the deck caused by the presence of the butt joint. The effect of butt joints on the flexural rigidity of the laminated deck is studied analytically, and it is shown that the deflections of a deck having such joints may be significantly larger than those of a deck without them. A simple method is presented

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6

KERMANI, A., and H. C. C. GOH. "LOAD-SLIP CHARACTERISTICS OF MULTI-NAILED TIMBER JOINTS." Proceedings of the Institution of Civil Engineers - Structures and Buildings 134, no. 1 (1999): 31–43. http://dx.doi.org/10.1680/istbu.1999.31251.

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7

Polensek, Anton, and Sangsik Jang. "Predicting Creep of Nailed Lumber‐to‐Plywood Joints." Journal of Engineering Mechanics 115, no. 10 (1989): 2182–98. http://dx.doi.org/10.1061/(asce)0733-9399(1989)115:10(2182).

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8

Pellicane, Patrick J. "Plywood‐Solid‐Wood Nailed Joints under Lateral Loading." Journal of Materials in Civil Engineering 5, no. 2 (1993): 226–36. http://dx.doi.org/10.1061/(asce)0899-1561(1993)5:2(226).

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9

Pellicane, Patrick J., Jeffery L. Stone, and M. Daniel Vanderbilt. "Generalized Model for Lateral Load Slip of Nailed Joints." Journal of Materials in Civil Engineering 3, no. 1 (1991): 60–77. http://dx.doi.org/10.1061/(asce)0899-1561(1991)3:1(60).

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10

Nor�n, Joakim. "Load-bearing Capacity of Nailed Joints Exposed to Fire." Fire and Materials 20, no. 3 (1996): 133–43. http://dx.doi.org/10.1002/(sici)1099-1018(199605)20:3<133::aid-fam565>3.0.co;2-3.

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11

Kermani, A., and B. S. Lee. "Performance of Nailed Gusset Joints in Ridged Timber Portals." Journal of Forest Engineering 3, no. 1 (1991): 13–28. http://dx.doi.org/10.1080/08435243.1991.10702630.

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12

Di, Jing, and Hongliang Zuo. "Experimental and Reliability-Based Investigation on Sheathing-to-Framing Joints under Monotonic and Cyclic Loads." Forests 12, no. 8 (2021): 995. http://dx.doi.org/10.3390/f12080995.

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The seismic performance of a light wood frame structure is determined by sheathing-to-framing joints. In order to encourage the use of more sustainable materials in structures, the spruce-pine-fir (SPF) panel and the bamboo scrimber (BS) panel were considered as sheathing materials. Monotonic and cyclic tests were conducted on the joints with different parameters to obtain their mechanical properties. Moreover, the design value of the bearing capacity of sheathing-to-framing joints was calculated and compared in accordance with Chinese code (GB50005) and European code (Eurocode 5). Based on th

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13

Smith, Ian, Luke R. J. Whale, Colin Anderson, Barry O. Hilson, and Peter D. Rodd. "Design properties of laterally loaded nailed or bolted wood joints." Canadian Journal of Civil Engineering 15, no. 4 (1988): 633–43. http://dx.doi.org/10.1139/l88-085.

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This paper summarizes the output from a long-term project commenced in 1980 with the objective of providing reliable knowledge of the mechanical properties of nailed or bolted joints subjected to short-term lateral loadings. Motivation was the development on an international basis of probability-based partial coefficients limit states design codes for structural timberwork. Comparisons are presented between design solutions produced by applying this research and those by the use of contemporary "soft conversion" international partial coefficients limit states design codes that were calibrated

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14

Porteous, Alexander, and Abdy Kermani. "Fully Overlapping Nailed Joints with Steel Gussets in Timber Structures." Journal of Structural Engineering 131, no. 5 (2005): 806–15. http://dx.doi.org/10.1061/(asce)0733-9445(2005)131:5(806).

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15

Wolfenden, A., PJ Pellicane, and RA Sá Ribeiro. "Load-Slip Behavior of Nailed Joints in Seven Amazonian Hardwoods." Journal of Testing and Evaluation 20, no. 1 (1992): 51. http://dx.doi.org/10.1520/jte11896j.

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16

Wolfenden, A., and PJ Pellicane. "Mechanical Behavior of Nailed Joints with Various Side Member Materials." Journal of Testing and Evaluation 19, no. 2 (1991): 97. http://dx.doi.org/10.1520/jte12541j.

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17

Dowrick, D. J. "Hysteresis loops for timber structures." Bulletin of the New Zealand Society for Earthquake Engineering 19, no. 2 (1986): 143–52. http://dx.doi.org/10.5459/bnzsee.19.2.143-152.

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This paper reviews experimentally determined hysteresis loops for timber structures, including moment-resisting joints with (i) steel and (ii) plywood side plates, (iii) shear walls clad with various materials, and (iv) push-pull tests on various connection details. The paper compares bending and push-pull hysteresis loops for nailed steel side-plate joints. An attempt is made to classify the above hysteretic behaviour for analytical purposes, and the available computer models are reviewed for applicability to these hysteresis shapes.

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18

Erki, M. A. "Modelling the load–slip behaviour of timber joints with mechanical fasteners." Canadian Journal of Civil Engineering 18, no. 4 (1991): 607–16. http://dx.doi.org/10.1139/l91-074.

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An analytical model of behaviour is presented, which uses one-dimensional finite element approximations to predict the short-term load – slip response of a single fastener joint. The model treats the elastoplastic behaviour of the fastener as well as the nonlinear, nonelastic properties of the wood. It accounts for some of the distinctive behaviour of timber joints such as fastener withdrawal, rotational restraint at the fastener ends, joint interface characteristics, and combined fastener bending and axial tension. Good agreement is obtained between model predictions and test behaviour for si

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19

Smith, Ian, Steven T. Craft, and Pierre Quenneville. "Design capacities of joints with laterally loaded nails." Canadian Journal of Civil Engineering 28, no. 2 (2001): 282–90. http://dx.doi.org/10.1139/l00-088.

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Capacities of joints with laterally loaded nails may be predicted using "European yield" type models (EYMs) with various levels of complexity. EYMs presume that a nail and the wood on which it bears exhibit a rigidplastic stressstrain response. Consideration is given in this paper to the "original" model published by K.W. Johansen in 1949, an empirical approximation proposed by L.R.J. Whale and coworkers in 1987, and a curtailed and "simplified" model proposed by H.J. Blass and coworkers in 1999. Predictions from the various EYMs are compared with experimentally determined ultimate capacitie

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20

MACHIDA, Kenichi, Makoto WATAHIKI, Yoshimitsu OHASHI, and Isao SAKAMOTO. "EXPERIMENTAL STUDY ON DYNAMIC PROPERTIES OF NAILED JOINTS IN SHEATHED WALLS." Journal of Structural and Construction Engineering (Transactions of AIJ) 71, no. 604 (2006): 87–94. http://dx.doi.org/10.3130/aijs.71.87_3.

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21

Chui, Ying H., Chun Ni, and Lei Jiang. "Finite-Element Model for Nailed Wood Joints under Reversed Cyclic Load." Journal of Structural Engineering 124, no. 1 (1998): 96–103. http://dx.doi.org/10.1061/(asce)0733-9445(1998)124:1(96).

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22

Hirai, Takuro, Takeyoshi Uematsu, Yoshihisa Sasaki, Masahiko Toda, Okumu Gordon Wanyama, and Kei Sawata. "Dynamic responsive characteristics of nailed plywood–timber joints under harmonic vibrations." Journal of Wood Science 58, no. 5 (2012): 408–16. http://dx.doi.org/10.1007/s10086-012-1275-5.

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23

MORI, Takuro, Kei TANAKA, and Yuhei MOURI. "Effect of Moisture Content of Wood on Structural Performance of Nailed Joints." Journal of the Society of Materials Science, Japan 65, no. 5 (2016): 354–58. http://dx.doi.org/10.2472/jsms.65.354.

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24

Wolfenden, A., and PJ Pellicane. "Application of the European Yield Model to Nailed Joints in Southern Hardwoods." Journal of Testing and Evaluation 19, no. 5 (1991): 385. http://dx.doi.org/10.1520/jte12591j.

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25

Sawata, Kei, Tatsuya Shibusawa, Kazuo Ohashi, Javier Ramon Sotomayor Castellanos, and Yasunori Hatano. "Effects of density profile of MDF on stiffness and strength of nailed joints." Journal of Wood Science 54, no. 1 (2008): 45–53. http://dx.doi.org/10.1007/s10086-007-0909-5.

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26

Sawata, Kei, Yosuke Shigemoto, Takuro Hirai, Akio Koizumi, and Yoshihisa Sasaki. "Shear resistance and failure modes of nailed joints loaded perpendicular to the grain." Journal of Wood Science 59, no. 3 (2012): 255–61. http://dx.doi.org/10.1007/s10086-012-1317-z.

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27

Takanashi, Ryuya, Kei Sawata, Yoshihisa Sasaki, and Akio Koizumi. "Withdrawal strength of nailed joints with decay degradation of wood and nail corrosion." Journal of Wood Science 63, no. 2 (2016): 192–98. http://dx.doi.org/10.1007/s10086-016-1600-5.

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28

Ogawa, K. "Comparison of Evaluation Results of Nailed Joints in Shear Properties Obtained by Two Methods." Wood and Fiber Science 51, no. 4 (2019): 441–47. http://dx.doi.org/10.22382/wfs-2019-042.

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29

ISHIYAMA, Hiroki, Mikio KOSHIHARA, Ichiro NAKANO, and Mariko SEKI. "LIFE PREDICTION OF THE NAILED JOINTS IN WOODEN HOUSES BY USING THE EYRING MODEL." AIJ Journal of Technology and Design 16, no. 33 (2010): 453–56. http://dx.doi.org/10.3130/aijt.16.453.

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30

Ogawa, Keita, Masaki Harada, Tatsuya Shibusawa, and Kohta Miyamoto. "Single Shear Properties and Deformation Behavior of Nailed Joints Using Various Structural Panel Materials." Mokuzai Gakkaishi 64, no. 4 (2018): 139–48. http://dx.doi.org/10.2488/jwrs.64.139.

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31

Sudo, Ryutaro, Hiro Kawahara, Yo Ochiai, Kenji Aoki, and Masahiro Inayama. "Study of Single Shear Performance of Nailed Joints for Structural Utilization of MDF II." Mokuzai Gakkaishi 66, no. 3 (2020): 128–39. http://dx.doi.org/10.2488/jwrs.66.128.

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32

Jumaat, Mohd Zamin, and Bona Murty. "Yield load prediction of nailed timber joints using nail diameter and timber specific gravity." Wood Science and Technology 38, no. 8 (2004): 599–615. http://dx.doi.org/10.1007/s00226-004-0261-5.

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33

Wolfenden, A., and A. Polensek. "Effects of Testing Variables on Damping and Stiffness of Nailed Wood-to-Sheathing Joints." Journal of Testing and Evaluation 16, no. 5 (1988): 474. http://dx.doi.org/10.1520/jte11623j.

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34

Hirai, Takuro, Takeyoshi Uematsu, Yoshihisa Sasaki, and Masahiko Toda. "Dynamic responses of nailed plywood-timber joints under a band-limited white-noise wave." Journal of Wood Science 59, no. 6 (2013): 477–83. http://dx.doi.org/10.1007/s10086-013-1360-4.

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35

Jang, S., and A. Polensek. "Theoretical models for creep slip of nailed joints between wood and wood-based materials." Wood Science and Technology 23, no. 3 (1989): 237–49. http://dx.doi.org/10.1007/bf00367737.

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36

SUDO, Ryutaro, Hiro KAWAHARA, Yo OCHIAI, Kenji AOKI, and Masahiro INAYAMA. "DETAILED VERIFICATION ON THE PERFORMANCE OF NAILED JOINTS IN THE PANEL SHEATHED SHEAR WALL." Journal of Structural and Construction Engineering (Transactions of AIJ) 86, no. 784 (2021): 945–56. http://dx.doi.org/10.3130/aijs.86.945.

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37

Toda, Masahiko, Mitsunori Mori, Hideaki Takahashi, Takashi Karimata, and Takuro Hirai. "Effect of Decay in Structural Wooden Panels on the Shear Performance of Nailed Timber Joints." Mokuzai Gakkaishi 59, no. 3 (2013): 152–61. http://dx.doi.org/10.2488/jwrs.59.152.

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38

Sudo, Ryutaro, Hiro Kawahara, Yo Ochiai, Kenji Aoki, and Masahiro Inayama. "Study on the Single Shear Performance of Nailed Joints for Structural Utilization of MDF I." Mokuzai Gakkaishi 65, no. 4 (2019): 201–11. http://dx.doi.org/10.2488/jwrs.65.201.

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39

Johnsson, Helena, and Gabriela Parida. "Prediction model for the load-carrying capacity of nailed timber joints subjected to plug shear." Materials and Structures 46, no. 12 (2013): 1973–85. http://dx.doi.org/10.1617/s11527-013-0030-8.

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40

Kermani, Abdy. "A Study of Semi-Rigid and Nonlinear Behaviour Of Nailed Joints in Timber Portal Frames." Journal of Forest Engineering 7, no. 2 (1996): 17–33. http://dx.doi.org/10.1080/08435243.1996.10702682.

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41

Meghlat, E.-M., M. Oudjene, H. Ait-Aider, and J.-L. Batoz. "A new approach to model nailed and screwed timber joints using the finite element method." Construction and Building Materials 41 (April 2013): 263–69. http://dx.doi.org/10.1016/j.conbuildmat.2012.11.068.

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42

Nishiyama, Nobuo, and Naoto Ando. "Analysis of load-slip characteristics of nailed wood joints: application of a two-dimensional geometric nonlinear analysis." Journal of Wood Science 49, no. 6 (2003): 505–12. http://dx.doi.org/10.1007/s10086-003-0519-9.

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43

Bellini, Alessandro, Luca Benedetti, Luca Pozza, and Claudio Mazzotti. "Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies." Construction and Building Materials 256 (September 2020): 119460. http://dx.doi.org/10.1016/j.conbuildmat.2020.119460.

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44

Chui, Y. H., and Steven Craft. "Fastener head pull-through resistance of plywood and oriented strand board." Canadian Journal of Civil Engineering 29, no. 3 (2002): 384–88. http://dx.doi.org/10.1139/l02-019.

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A nailed or screwed sheathing-to-timber joint may fail in one of two possible modes when subjected to a load applied along the axis of the fastener: fastener head pull-through of the sheathing material and shank withdrawal from the timber. Currently, the Canadian timber design code does not provide specifications to check the first mode of failure. In this study, tests were conducted to determine the head pull-through strengths of some common hammer and power-driven nails and wood screws in plywood and in oriented strand board. These are compared with the calculated shank withdrawal strengths

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45

Filiatrault, A., and R. O. Foschi. "Static and dynamic tests of timber shear walls fastened with nails and wood adhesive." Canadian Journal of Civil Engineering 18, no. 5 (1991): 749–55. http://dx.doi.org/10.1139/l91-091.

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This paper presents an experimental investigation into the seismic behaviour of timber shear walls fastened with nails alone or with nails in combination with wood adhesive. The responses of both types of shear walls were determined under slow, quasi-static racking loads and also under dynamic, earthquake-induced conditions. The experimental results showed that the introduction of the adhesive makes shear walls much stronger but also more brittle than conventional nailed walls. It was observed that shear walls incorporating nails and adhesive behaved almost linearly to failure. To obtain the m

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46

Sawata, Kei, Kosuke Honda, Takuro Hirai, Akio Koizumi, and Yoshihisa Sasaki. "Effect of Member Thickness and Nail Length Projecting from Main Member on Shear Performance of Single Shear Nailed Joints." Mokuzai Gakkaishi 56, no. 5 (2010): 317–25. http://dx.doi.org/10.2488/jwrs.56.317.

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47

Utkin, V. A., and I. I. Gotovtsev. "CRESTED SHEAR CONNECTORS APPLICATION TO COMBINE REINFORCED CONCRETE SLAB AND PLANK-NAILED STRUCTURE OF BRIDGE SPAN." Russian Automobile and Highway Industry Journal 17, no. 3 (2020): 414–27. http://dx.doi.org/10.26518/2071-7296-2020-17-3-414-427.

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Introduction. The construction of bridges using timber materials is experiencing a real boom throughout the world .The USA is considered to be a leader, where 80% of the bridges are made of timber or materials based on it. In Russia timber bridge construction has been stagnating for the last 50 years, although there is a need for these bridges. Timber structures could solve many problems with Russian roads, especially in remote areas. Timber structures are widely considered to be outdated, so they cannot meet current requirements of load capacity and durability, also they are vulnerable to atm

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48

Inoue, A. "Relationships between the states of glue lines, ultrasonic transit times, and bonding properties of nailed-glued joints (In Japanese: English abstract)." NDT & E International 25, no. 2 (1992): 99. http://dx.doi.org/10.1016/0963-8695(92)90542-o.

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49

Smith, Ian, and Ying Hei Chui. "Construction methods for minimizing vibration levels in floors with lumber joists." Canadian Journal of Civil Engineering 19, no. 5 (1992): 833–41. http://dx.doi.org/10.1139/l92-094.

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The National Building Code of Canada 1990 specifies the allowable spans for lumber floor joists that are expected to lead to satisfactory vibrational behaviour. This paper discusses construction methods that improve the floor behaviour once the flooring and joists appropriate to a particular building occupancy have been selected. Laboratory tests on full-size floors demonstrate that adding between-joists bridging and supporting all four floor edges significantly improves the overall vibrational performance of wood floors. Bridging consisting of solid blocking glued to the underside of the floo

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50

Xu, Jian, and J. Daniel Dolan. "Development of Nailed Wood Joint Element in ABAQUS." Journal of Structural Engineering 135, no. 8 (2009): 968–76. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000030.

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