Determination of shear modulus of wood joists from torsion tests and relationship with modulus of elasticity
Conference Proceeding
Khokhar, A., & Zhang, J. (2018)
Determination of shear modulus of wood joists from torsion tests and relationship with modulus of elasticity
This paper presents the work that was undertaken to use torsion tests to evaluate the shear modulus of wood joists. The relationship of the shear modulus with modulus of elast...
Ribbed-plate Approach to Predict Static and Dynamic Responses of Timber Floor with Between-Joist Bracing
Conference Proceeding
Khokhar, A., & Chui, Y. (2016)
Ribbed-plate Approach to Predict Static and Dynamic Responses of Timber Floor with Between-Joist Bracing. In CD-ROM Proceedings of the World Conference on Timber Engineering (WCTE 2016)
Installing between-joist bracing can be an economical and effective means of mitigating excessive vibration levels in wood floors associated to human discomfort. Effectiveness...
Shear failure modes of wood under torsional loading
Conference Proceeding
Khokhar, A., & Zhang, J. (2014)
Shear failure modes of wood under torsional loading. In World Conference on Timber Engineering (WCTE 2014). , (428-435
This paper presents details of the experimental investigation that was undertaken to examine the fracture mechanism of wood in shear. Torsion test method was employed to test...
The Use of Torsion Test Method to Evaluate the Shear Properties of Timber Joists
Conference Proceeding
Khokhar, A., & Zhang, J. (2012)
The Use of Torsion Test Method to Evaluate the Shear Properties of Timber Joists. In P. Quenneville (Ed.), Proceedings of the World Conference on Timber Engineering (WCTE 2012)
This paper presents details of the experimental method and test results from a series of torsion tests undertaken to evaluate the shear modulus and shear strength of solid tim...
Influence of stiffness of between-joists bracing on vibrational serviceability of wood floors.
Conference Proceeding
Khokhar, A., Chui, Y., & Smith, I. (2012)
Influence of stiffness of between-joists bracing on vibrational serviceability of wood floors. In P. Quenneville (Ed.), Proceedings of World Conference on Timber Engineering (WCTE 2012), 362-369
Floors with repetitive parallel wood joists overlain by wood panel sheathing behave as orthotropic two-way structures since their along-joist stiffness is much higher than acr...
The shear strength and failure modes of timber joists obtained from the torsion test method.
Conference Proceeding
Khokhar, A. M., Zhang, H., & Ridley-Ellis, D. (2010)
The shear strength and failure modes of timber joists obtained from the torsion test method. In A. Ceccotti (Ed.), 11th World Conference on Timber Engineering 2010 (WTCTE 2010) (3509-3516
This paper presents details of the experimental method and test results from a series of torsion tests undertaken to evaluate the shear strength of timber joists. The failure...
Random acts of elasticity: MoE, G and EN408.
Conference Proceeding
Ridley-Ellis, D., Moore, J. & Khokhar, A. M. (2009)
Random acts of elasticity: MoE, G and EN408
The paper examines the variation in modulus of elasticity (MoE) and shear modulus (G) within sawn timber and the implications for testing timber in accordance with EN408:2003....
Determining the Shear Modulus of Sitka Spruce from Torsion Tests
Conference Proceeding
Khokhar, A., Zhang, H., Ridley-Ellis, D. & Moore, J. (2008)
Determining the Shear Modulus of Sitka Spruce from Torsion Tests. In 10th World Conference on Timber Engineering 2008, 2137-2144. ISBN 9781615670888
This paper presents details of the experimental method, and preliminary results from, a series of torsion tests undertaken to evaluate the shear modulus of Sitka spruce (Picea...