Shear walls in light wooden frame structure are major components to resist lateral loading. Nail joint is one of the most important factors that affects shear walls shearing properties. In this paper, different nail types, sheathing panel types and thickness and stud grain direction were set to study the influence factors of nail joint properties. Wooden shear walls made of studs with different cross size were monotonic and cyclic loaded to investigate the influence on lateral resistance properties. The failure of nail joint can be classified into three modes that nails bent and withdrawn from the studs, nail heads pulled off from the panels and nails split off along the stud grain. It is concluded from the nail joint loading and displacement results that twist nails get the largest bearing capacity compared with strip nails and coil nails due to the nail diameter and larger friction. Nail joints on China-produced structural plywood obtain the largest shearing resistance values among three different kinds of panels. And thicker panels can bear larger shearing loadings. The largest displacement of the nail joints load parallel to stud grain were larger than those perpendicular to stud grain. It can be derived from the shear wall lateral loading experiments that the lateral resistance of the shear wall could not be strengthened with the larger stud size, while the stiffness and energy capacity could be improved. In this way, the seismic resistance properties of shear walls can be enhanced by optimizing nail joint materials and studs parameters.
| Published in | Engineering and Applied Sciences (Volume 3, Issue 4) |
| DOI | 10.11648/j.eas.20180304.13 |
| Page(s) | 113-120 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Nail Joints, Failure Mode, Shearing Property, Shear Walls, Lateral Resistance
| [1] | Dinehart D W, III H W S. Comparison of static and dynamic response of timber shear walls [J]. Journal of Structural Engineering, 1998, 124(6): 686-695. |
| [2] | Folz B, Filiatrault A. Cyclic analysis of wood shear walls [J]. Journal of Structural Engineering, 2001, 127(4): 433-441. |
| [3] | Lam F, Prion H G L, He M. Lateral resistance of wood shear walls with large sheathing panels [J]. Journal of structural engineering, 1997, 123(12): 1666-1673. |
| [4] | Van De Lindt J W. Evolution of wood shear wall testing, modeling, and reliability analysis: Bibliography [J]. Practice Periodical on Structural Design and Construction, 2004, 9(1): 44-53. |
| [5] | Humbert J, Boudaud C, Baroth J, et al. Joints and wood shear walls modelling I: Constitutive law, experimental tests and FE model under quasi-static loading [J]. Engineering Structures, 2014, 65(3):52-61. |
| [6] | Richard N, Daudeville L, Prion H, et al. Timber shear walls with large openings: experimental and numerical pre. [J]. Canadian Journal of Civil Engineering, 2002, 29(5): 713-724. |
| [7] | American forest & paper association. National Design Specification for Wood Constructions [M]. American Forest & Paper Association, Washington, D. C. 2005, 174p. |
| [8] | Winistorfer S G, Soltis L A. Lateral and Withdrawal Strength of Nail Connections for Manufactured Housing [J]. Journal of Structural Engineering, 1994, 120(12):3577-3594. |
| [9] | Rammer D R, Winistorfer S G, Bender D A. Withdrawal Strength of Threaded Nails [J]. Journal of Structural Engineering, 2001, 127(4):442-449. |
| [10] | Skulteti M J, Bender D A, Winistorfer S G, et al. Withdrawal strength of ring-shank nails embedded in southern pine lumber [J]. 1997, 40(2):451-456. |
| [11] | Mclain T E. Design axial withdrawal strength from wood. II. Plain-shank common wire nails.[J]. Forest Products Journal, 1997. |
| [12] | Fujita M, Komatsu K, Kawamoto N. Bearing characteristics of glued-laminated-timber and laminated-veneer lumber with a steel rod [R]. Research Bull of Hokkaido University. 1995. 41:261-270. |
| [13] | Peter John Cates. Dowel bearing strength and bolted connection behavior of oriented strand lumber [D]. Master thesis of Washington State University. Department of civil and environmental engineering. 2002. |
| [14] | Winistorfer S G. Practical considerations of dowel bearing strength and annular ring/fastener orientation.[J]. Forest Products Journal, 1995, 45(7-8):64-68. |
| [15] | Ministry of Construction of P. R, C. GB 50005-2003 Code for design of timber structure [S]. Beijing: China Architecture & Building Press, 2005. |
| [16] | China State Forestry Administration, LY/T 1580-2000. Oriented strand board [S]. Beijing: China Standard Press, 2010. |
| [17] | ASTM D1761-12 Standard test methods for mechanical fasteners in wood. America Society of Testing and Materials. West Conshohocken, 2012. |
| [18] | ISO 21581:2010: Timber structures - Static and cyclic lateral load test methods for shear walls, 2010. |
| [19] | Yan L, Zou X J, She C G. Performance of the Nail Joints on Wood Frame Shear Walls [J]. Advanced Materials Research, 2011, 255-260:350-354. |
| [20] | Xiong H. Cyclic Tests Research on Nail Joints of Light Wood Frame Structures [J]. Structural Engineers, 2011. |
| [21] | Que Z, Yang L, Zhao D, et al. Experimental study of nail joints of shear walls under different cladding conditions in wood frame structures [J]. Building Structure, 2014, 44(9):93-96. |
APA Style
Zhenhua Han, Weibo Dong, Boqi Song. (2018). Experimental Study on Nail Joint Shearing Properties of Light Frame Wooden Shear Walls. Engineering and Applied Sciences, 3(4), 113-120. https://doi.org/10.11648/j.eas.20180304.13
ACS Style
Zhenhua Han; Weibo Dong; Boqi Song. Experimental Study on Nail Joint Shearing Properties of Light Frame Wooden Shear Walls. Eng. Appl. Sci. 2018, 3(4), 113-120. doi: 10.11648/j.eas.20180304.13
AMA Style
Zhenhua Han, Weibo Dong, Boqi Song. Experimental Study on Nail Joint Shearing Properties of Light Frame Wooden Shear Walls. Eng Appl Sci. 2018;3(4):113-120. doi: 10.11648/j.eas.20180304.13
Share This Article
Twitter
Linked In
Facebook
Copy
Download@article{10.11648/j.eas.20180304.13,
author = {Zhenhua Han and Weibo Dong and Boqi Song},
title = {Experimental Study on Nail Joint Shearing Properties of Light Frame Wooden Shear Walls},
journal = {Engineering and Applied Sciences},
volume = {3},
number = {4},
pages = {113-120},
doi = {10.11648/j.eas.20180304.13},
url = {https://doi.org/10.11648/j.eas.20180304.13},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20180304.13},
abstract = {Shear walls in light wooden frame structure are major components to resist lateral loading. Nail joint is one of the most important factors that affects shear walls shearing properties. In this paper, different nail types, sheathing panel types and thickness and stud grain direction were set to study the influence factors of nail joint properties. Wooden shear walls made of studs with different cross size were monotonic and cyclic loaded to investigate the influence on lateral resistance properties. The failure of nail joint can be classified into three modes that nails bent and withdrawn from the studs, nail heads pulled off from the panels and nails split off along the stud grain. It is concluded from the nail joint loading and displacement results that twist nails get the largest bearing capacity compared with strip nails and coil nails due to the nail diameter and larger friction. Nail joints on China-produced structural plywood obtain the largest shearing resistance values among three different kinds of panels. And thicker panels can bear larger shearing loadings. The largest displacement of the nail joints load parallel to stud grain were larger than those perpendicular to stud grain. It can be derived from the shear wall lateral loading experiments that the lateral resistance of the shear wall could not be strengthened with the larger stud size, while the stiffness and energy capacity could be improved. In this way, the seismic resistance properties of shear walls can be enhanced by optimizing nail joint materials and studs parameters.},
year = {2018}
}
TY - JOUR T1 - Experimental Study on Nail Joint Shearing Properties of Light Frame Wooden Shear Walls AU - Zhenhua Han AU - Weibo Dong AU - Boqi Song Y1 - 2018/11/12 PY - 2018 N1 - https://doi.org/10.11648/j.eas.20180304.13 DO - 10.11648/j.eas.20180304.13 T2 - Engineering and Applied Sciences JF - Engineering and Applied Sciences JO - Engineering and Applied Sciences SP - 113 EP - 120 PB - Science Publishing Group SN - 2575-1468 UR - https://doi.org/10.11648/j.eas.20180304.13 AB - Shear walls in light wooden frame structure are major components to resist lateral loading. Nail joint is one of the most important factors that affects shear walls shearing properties. In this paper, different nail types, sheathing panel types and thickness and stud grain direction were set to study the influence factors of nail joint properties. Wooden shear walls made of studs with different cross size were monotonic and cyclic loaded to investigate the influence on lateral resistance properties. The failure of nail joint can be classified into three modes that nails bent and withdrawn from the studs, nail heads pulled off from the panels and nails split off along the stud grain. It is concluded from the nail joint loading and displacement results that twist nails get the largest bearing capacity compared with strip nails and coil nails due to the nail diameter and larger friction. Nail joints on China-produced structural plywood obtain the largest shearing resistance values among three different kinds of panels. And thicker panels can bear larger shearing loadings. The largest displacement of the nail joints load parallel to stud grain were larger than those perpendicular to stud grain. It can be derived from the shear wall lateral loading experiments that the lateral resistance of the shear wall could not be strengthened with the larger stud size, while the stiffness and energy capacity could be improved. In this way, the seismic resistance properties of shear walls can be enhanced by optimizing nail joint materials and studs parameters. VL - 3 IS - 4 ER -
Information
Email: