Behaviour of a double angle connection in a composite beam-to-steel column joint system

The purpose of this project is to determine the rotational stiffness of a double angle assembly used to support the beams forming part of the floor supporting a composite slab with shear studs. Although this type of connection is considered to be free to rotate, the hypothesis that this type of connection can transmit bending to the columns will be verified through this research project. These results will allow the designers of the connections, as well as the designers of the structure as a whole, to better understand the load path of the forces in this type of steel structure, and potentially leading to savings of the fabrication costs for such connections. The industrial partner will benefit from the contribution of a research intern who will contribute to the development of the company and allow this company to stand out in the North American market due to its applied technological advancement.

Faculty Supervisor:

Nathalie Roy

Student:

Partner:

Groupe Maryan inc

Discipline:

Engineering

Sector:

Professional, scientific and technical services

University:

Université de Sherbrooke

Program: