Khokhar, A. M., Zhang, H., & Ridley-Ellis, D. (2009). 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...
Reichert, T., & Ridley-Ellis, D. (2009). Computational issues regarding lattice models for wood. In A. Ceccotti (Ed.), 11th World Conference on Timber Engineering 2010 (WCTE 2010), 2127-2132
This paper describes means to overcome some of the computational issues related to lattice models. The first is the use of a solution technique, different from a Newton-Raphso...
Ridley-Ellis, D. J., Owen, J. S., & Davies, G. (2001). Flexural behaviour of Rectangular Hollow Sections with circular side wall openings. In R. Puthli, & S. Herion (Eds.), Tubular Structures IX : Proceedings of the Ninth International Symposium and Euroconference, Dusseldorf, Germany, 3-5 April 2001:, 339-348
The influence of circular web openings on the flexura behaviour of Rectangular Hollow Sections is introduced. The results of full-scale laboratory tests in three and four-poi...
This research was funded by the EU Northern Periphery Programme as part of a trans-national project titled: E...