Grade-two resistance screw shear connector behaviour for a 28 MPa concrete section
| Autor: | Sherley Larrañaga Rubio, Maritzabel Molina Herrera |
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| Jazyk: | angličtina |
| Rok vydání: | 2007 |
| Předmět: | |
| Zdroj: | Ingeniería e Investigación, Vol 27, Iss 2, Pp 18-25 (2007) |
| Druh dokumentu: | article |
| ISSN: | 0120-5609 2248-8723 |
| Popis: | Screw shear connectors are being more commonly used in compound concrete sections in Colombia; however, they have been designed in line with Colombian Seismic-Resistant Standards (NSR-98) rather than those established for stud shear connectors. This work represents a starting point for analysing screw shear connector behaviour. 54 specimens were made for the experiment, consisting of a metallic profile and two concretes slabs where the connectors were embedded. 1/2” (12.7mm), 5/8” (15.9mm) and 3/4” (19.1mm) diameter screws were used and placed at different distances. The push-out test was used with these specimens and results were provided by using some equations for determining this type of connector’s strength in steel–concrete sections. |
| Databáze: | Directory of Open Access Journals |
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