Yield load prediction of nailed timber joints using nail diameter and timber specific gravity

Jumaat, Mohd Zamin and Murty, B. (2004) Yield load prediction of nailed timber joints using nail diameter and timber specific gravity. Wood Science and Technology, 38 (8). pp. 599-615. ISSN 0043-7719

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Official URL: https://doi.org/10.1007/s00226-004-0261-5

Abstract

Prediction of yield load has nowadays been accepted as the basis for the limit state method of the design. Currently, there are many methods to predict the yield load of timber joints. These methods, i.e Foschi, Johansen, Smith and US 5 nail diameter offset, are reviewed in-depth in this paper. In this study, the authors presented a new approach which, hopefully, is simpler than the existing methods. The paper outlines the works carried out to arrive at the formula. About 300 Malaysian timber nailed joints were fabricated and tested to obtain the relationship between yield load and maximum load and to propose a new method to predict the yield load of a nailed joint. There seems to be a direct relationship between the yield load and the maximum load. From this relationship, a new formula, which depends only on nail diameter and specific gravity, was established.

Item Type: Article
Additional Information: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus CODEN: WOSTB Language of Original Document: English Correspondence Address: Jumaat, M.Z.; Civil Engineering Department, University of Malaya, 50603, Kuala Lumpur, Malaysia; email: zamin@um.edu.my References: Brock, G.R., The strength of nailed timber joints (1957) Forest Product Research, , Bulletin No. 41, HMSO, London; Foschi, R.O., Load-slip characteristic of nails (1974) Wood Sci, 7 (1), pp. 69-76; Heine, C.P., (2001) Simulated Response of Degrading Hysteretic Joints with Slack Behavior, Chap. 2. Unidirectionally, Laterally Loaded Dowel-type Fasteners Single-bolt Joints, , http://scholar.lib.vt.edu/theses/available/etd-08092001-100756/ unrestricted/Ch2.pdf, PhD thesis, Virginia Polytechnic Institute and State University, Blacksburg; Jumaat, M.Z., Murty, B., The relationship between yield load point using Foschi plastic theory and maximum load on Malaysian timber nail joints (2002) Proceedings of 7th World Conference on Timber Engineering, WCTE 2002, pp. 169-181. , 12-15 August 2002, Shah Alam; Murty, B., (2003) The Use of Plastic Theory on Selected Malaysian Timber Nailed Joints, , MS Thesis, Department of Civil Engineering, University of Malaya; Sa'at, E.S., Strength of mechanical timber joints (2001) Graduation Exercise, , Department of Civil Engineering, Universiti Malaya; Smith, I., Quenneville, P., Predicting capacities of joints with laterally loaded nails (1999) International Council for Research and Innovation in Building and Construction; Working Commission W18 - Timber Structures (CIB-W18), 32nd Meeting, , Graz, Austria; Smith, I., Whale, L.R.J., Characteristic properties of nailed and bolted joints under short-term lateral load, part 1. Research philosophy and test program (1987) J I Wood Sci, 11 (2), pp. 53-59
Uncontrolled Keywords: Curve fitting, Density (specific gravity), Loads (forces), Mathematical models, Stress concentration, Timber, Contact area, Nailed joints, Timber joints, Yield loads, Joints (structural components) Density, Joints, Loads, Lumber.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering
Depositing User: Mr Jenal S
Date Deposited: 21 May 2013 02:12
Last Modified: 06 Feb 2020 03:06
URI: http://eprints.um.edu.my/id/eprint/6104

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