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UPDATED 1 Sept: The EI library in London is temporarily closed to the public, as a precautionary measure in light of the ongoing COVID-19 situation. The Knowledge Service will still be answering email queries via email , or via live chats during working hours (09:15-17:00 GMT). Our e-library is always open for members here: eLibrary , for full-text access to over 200 e-books and millions of articles. Thank you for your patience.
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
Journal title: Journal of Constructional Steel Research
Subjects: Compression, Health and safety, Structural Engineering, Distribution, Iron and steel, Transportation, Transmission and Distribution, Oil and gas, Oil
