Projects / Programmes
Welded joints in structures in earthquake conditions
Code |
Science |
Field |
Subfield |
2.10.06 |
Engineering sciences and technologies |
Manufacturing technologies and systems |
Welding |
Code |
Science |
Field |
T220 |
Technological sciences |
Civil engineering, hydraulic engineering, offshore technology, soil mechanics |
earthquake load, welded joint, low cycle fatigue, load cycles, force - deformation diagram, structure model, hysteresis loop, fatigue fracture
Researchers (11)
no. |
Code |
Name and surname |
Research area |
Role |
Period |
No. of publicationsNo. of publications |
1. |
13548 |
Aleksander Bon |
Manufacturing technologies and systems |
Researcher |
1997 - 1999 |
22 |
2. |
16052 |
Davor Jukić |
Manufacturing technologies and systems |
Researcher |
1999 |
2 |
3. |
05508 |
Marko Kovačič |
Manufacturing technologies and systems |
Researcher |
1997 - 1999 |
3 |
4. |
03088 |
PhD Janez Kramar |
Mechanical design |
Researcher |
1997 - 1999 |
470 |
5. |
00217 |
PhD Gabriel Janez Rihar |
Manufacturing technologies and systems |
Researcher |
1997 - 1999 |
230 |
6. |
02726 |
Bojan Rom |
Manufacturing technologies and systems |
Researcher |
1998 - 1999 |
15 |
7. |
00654 |
PhD Miha Tomaževič |
Civil engineering |
Researcher |
1997 - 1999 |
743 |
8. |
15842 |
PhD Janko Tomc |
Mechanical design |
Researcher |
1997 - 1999 |
48 |
9. |
02045 |
PhD Janez Tušek |
Mechanical design |
Head |
1997 - 1999 |
1,116 |
10. |
12074 |
PhD Miro Uran |
Manufacturing technologies and systems |
Researcher |
1997 - 1999 |
136 |
11. |
11182 |
PhD Borut Zorc |
Manufacturing technologies and systems |
Researcher |
1997 - 1999 |
609 |
Organisations (3)
Abstract
The research project on '''' Welded joints in structures in earthquake conditions'''' is an applicative project studying welded joints between story beams and vertical beams in building subjected to earthquake loads. Two equal models of the welded structure were made. They were both tested by low cycle fatigue, which represents an earthquake load. The influence of a welding process on fatigue was studied, weld sizes being in both models the same. By program controlled hydraulic system providing force pulsations, large deformations in the structure and the fatigue fracture of the welded joints were achieved in four load cycles. Force - deformation diagrams show the input of mechanical energy into the welded joint. The greater width of the hysteresis loop and the greater number of the loops show the greater resistance of welded joints to the earthquake load. It was noticed that the difference between the two welding processes did not affect the resistance to earthquake load.