3-D simulation of bolted connections to unstiffened columns. Part 2. Extended endplate connections. M.R. Bahaari and A.N. Sherbourne. J. Construct. Steel Res., December 1996, 40(3), 189--223.

The results are presented of a numerical modelling of the extended endplate bolted to a column flange with no stiffness in tension or compression. Bolt and contact forces, distribution of contact force, patterns of displacement distributions, and patterns of stress distributions. 5 refs.

Abstract details


Please login to save this item