| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 10225380 | Hormign y Acero | 2018 | 7 Pages |
Abstract
In most composite beams, the concrete and steel connection is flexible to some extent. For this reason, a relative slip always appears at the interface. This slip is of primary importance because it affects both the deflections and the stresses in the beam. To simulate this phenomenon, a two-dimensional finite element based on frame elements model is proposed. The main advantage of this model is its easy interpretation of the results and its applicability on design practice. To validate the accuracy of the proposed model, this has been verified against those results obtained by analytical equations available in the literature for different loading cases.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Ricard Caus, Jose Antonio Lozano-Galant, Enrique Mirambell Arrizabalaga, Dong Xu, Jose Turmo,