Continuous Composite Steel Concrete Beams with Partial Shear Connection
Abstract
The paper presents the calculation of continuous composite steel-concrete
beams with a partial shear connection and ductile shear connectors. The algorithm for
determining the ultimate load as a function of shear resistance capacity is explained. The
calculation is applied to a numerical example. The obtained results are discussed.
Guidelines for further research in this area are given.
Keywords:
Partial shear connection / ductile shear connectors / bending resistance / continuous composite steel-concrete beamsSource:
8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 163-171Funding / projects:
- 2000092