FCERI Repository
| Title (english) | Tensile test of wrought iron ties. |
| Author | Željko Smolčić University of Rijeka, Faculty of Civil Engineering |
| Author | Paulo Šćulac University of Rijeka, Faculty of Civil Engineering |
| Scientific / art field, discipline and subdiscipline | TECHNICAL SCIENCES Civil Engineering Supporting Structures |
| Abstract (english) | Specimens were tested on Zwick Röll Z600E according to method A1 with strain
rate control, based on the feedback obtained from the extensometer in the range up to yielding
(recommended strain rate 0,00025 s-1 was applied). In the yielding range, the strain rate control over the
parallel length (Lc =130 mm) achieved by controlling the crosshead separation rate was used (strain rate
equal to 0,00025 s-1 was applied), while after the yielding phase the strain rate was increased to 0,0067
s-1 (crosshead separation rate). Grip to grip length was 334 mm. |
| Methods (english) | Experimental tensile tests of wrought iron ties. |
| Keywords (english) | |
| Language | english |
| URN:NBN | urn:nbn:hr:157:485313 |
| Publication | 2025-04-16 |
| Geolocation | Rijeka, Croatia |
| Project | Title (english): Adjustment of the methodology for assessing the seismic resistance of existing masonry buildings in the Kvarner Littoral Jurisdiction: Croatia |
| External related object | Is documented by: DOI https://doi.org/10.5592/CO/3CroCEE.2025.114 |
| Publisher | Građevinski fakultet Faculty of Civil Engineering |
| Access conditions | Open access |
| Terms of use |  |
| Created on | 2025-04-16 09:41:08 |
