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Get Free AccessA physically based mathematical model that can predict the moment‐rotation relationships of bolted extended end‐plate eave connections, using the connection dimensions as inputs is presented. The model recognizes the bounds within which the relationship must lie, viz. the initial (elastic) stiffness, the plastic moment capacity and the strain‐hardening stiffness of the connection. Comparison is made to a series of test results for a range of bolted end‐plate moment connections.
Yoke Leong Yee, Robert Melchers (1986). Moment‐Rotation Curves for Bolted Connections. Journal of Structural Engineering, 112(3), pp. 615-635, DOI: 10.1061/(asce)0733-9445(1986)112:3(615).
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Type
Article
Year
1986
Authors
2
Datasets
0
Total Files
0
Language
English
Journal
Journal of Structural Engineering
DOI
10.1061/(asce)0733-9445(1986)112:3(615)
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