Partial shear connection in composite beams for buildings
Johnson, R. P. and Molenstra, I. N. . (1991) Partial shear connection in composite beams for buildings. Proceedings Of The Inst. Of Civil Engineers Part 2, Volume 91 (Number 4). pp. 679-704. ISSN 0307-8361Full text not available from this repository.
Official URL: http://dx.doi.org/10.1680/iicep.1991.17485
The use of partial shear connection in composite beams requires that the slip capacity of the connectors shall not be less than the maximum slip required for the beam to reach its design ultimate load. Maximum slip depends on many parameters, of which degree of shear connection and span are the most significant. It is also difficult to predict slip capacities. Research on these subjects is reported, based on non-linear numerical analyses, test data, and parametric studies. It is compared with extensive work done in France, and related to design rules given in recent British and draft European codes of practice.
|Item Type:||Journal Article|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||Faculty of Science > Engineering|
|Journal or Publication Title:||Proceedings Of The Inst. Of Civil Engineers Part 2|
|Publisher:||Thomas Telford Ltd|
|Official Date:||1 December 1991|
|Number of Pages:||26|
|Page Range:||pp. 679-704|
|Access rights to Published version:||Restricted or Subscription Access|
Actions (login required)