Affiliation:
1. University of Sheffield, UK.
2. University of Nottingham, UK.
Abstract
As part of an extensive experimental study into the influence of semi-rigid connections on the behaviour of steel columns, a measurement device has been developed which permits the six individual components of three-dimensional deformation to be monitored. The theory used to process the measured deformations and the subsequent testing of a prototype device is described. A comparison between the deformations measured using the device, and those predicted using a column sub-assemblage finite element model is also presented.
Subject
Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Modeling and Simulation
Cited by
3 articles.
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1. Full-scale tests on steel frames under cyclic loading;Journal of Physics: Conference Series;2011-01-01
2. EXPERIMENTAL BEHAVIOUR OF PARTIALLY RESTRAINED STEEL COLUMNS.;Proceedings of the Institution of Civil Engineers - Structures and Buildings;1993-02
3. Experimental behaviour of 3-D column subassemblages with semi-rigid joints;Journal of Constructional Steel Research;1991-01