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The strength of eccentrically loaded shear connections
Abstract Elastic, rigid-plastic and load-displacement compatibility methods of analysing connections made with groups of fasteners acting in shear are presented in a unified form. Analytical results are shown to be in general agreement with experimental data obtained from a large number of tests using two types of fastener, hollow steel rivets and solid copper rivets. This provides a basis for confidence in the load-displacement compatibility method of analysis which avoids the irrational assumptions of the elastic and rigid-plastic methods.
The strength of eccentrically loaded shear connections
Abstract Elastic, rigid-plastic and load-displacement compatibility methods of analysing connections made with groups of fasteners acting in shear are presented in a unified form. Analytical results are shown to be in general agreement with experimental data obtained from a large number of tests using two types of fastener, hollow steel rivets and solid copper rivets. This provides a basis for confidence in the load-displacement compatibility method of analysis which avoids the irrational assumptions of the elastic and rigid-plastic methods.
The strength of eccentrically loaded shear connections
Dr Orr, D.M.F. (author)
Journal of Constructional Steel Research ; 2 ; 3-9
1982-01-01
7 pages
Article (Journal)
Electronic Resource
English
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