Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Steel and Composite Structures Volume 4, Number 3, June 2004 , pages 247-263 DOI: https://doi.org/10.12989/scs.2004.4.3.247 |
|
|
|
Behaviour evaluation of shear connection by means of shear-connection strips |
||
Marian Rovnak and Antonia Duricova
|
||
| Abstract | ||
| Comparison of behaviour of shear connections by means of shear-connection strips (perfobond and comb-shaped strips) and headed studs under static and repeated loading, possible failure modes of concrete dowels and ways of the quantitative differentiation of some failure modes are described in the paper. The article presents a review of knowledge resulting from the analysis of shear-connection effects based on tests of perfobond and comb-shaped strips carried out in the laboratories of the Faculty of Civil Engineering of the Technical University of Kosice (TU of Kosice) in Slovakia and their comparison with results obtained by other authors.rn | ||
| Key Words | ||
| composite steel and concrete structures; perfobond strip; comb-shaped strip; failure modes; concrete dowel; push-out test; repeated load. | ||
| Address | ||
| Marian Rovnak and Antonia Duricova;rnTechnical University of Kosice, Faculty of Civil Engineering, Vysokoskolska 4,rnSK-042 00 Kosice, Slovakia | ||