Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes

Citeable URL: https://ir.library.oregonstate.edu/concern/articles/5999n532j

Descriptions

Attribute Name	Values
Creator	Leijten, A. J. M. Franke, S. Quenneville, P. Gupta, R.
Abstract	Bearing or compressive-strength capacity perpendicular to the grain of timber beams is a troublesome issue. Not only do many different load cases occur in practice that are not covered by structural timber design codes, but also these codes provide only a basic provision and vary throughout continents. Code design rules require the standardized compressive or bearing strength to be determined by test standards. An assessment of the results of standard test methods of the European Union, North America, and Australia/New Zealand shows incompatibility. It is demonstrated how previously incompatible results can be made compatible by using a physical model and some calibration tests. The proposed model offers a consistent and simple way to bridge the differences between both test standards and structural design codes.
Resource Type	Article
DOI	https://doi.org/10.1061/(ASCE)ST.1943-541X.0000454
Date Available	2017-06-21T18:57:20+00:00
Date Issued	2012
Citation	Leijten, A. J. M.;Franke, S.;Quenneville, P.;Gupta, R.; 2012. Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes. Journal of Structural Engineering 138 (2)
Journal Title	Journal of Structural Engineering
Journal Volume	138
Journal Issue/Number	2
权利声明	Copyright Not Evaluated
Language	English [eng]
Replaces	http://hdl.handle.net/1957/61494