Dissimilar friction welding of NiTi shape memory alloy and steel reinforcing bars for seismic performance
Source abstract
Abstract
Integration of NiTi superelastic bars with steel reinforcing bars is a promising path for increasing the seismic performance of reinforced concrete structures. Welding of NiTi alloy to steel is however not straightforward with standard welding techniques. Friction welding is investigated for performing this dissimilar junction using both regular friction (forced controlled) and milling (position-controlled) machines. When adequate shortenings and forging forces are selected, the welds can withstand the tensile strength of the steel rebars. Failure actually occurs in the heat-affected zone of the steel bars. The intermetallic (IM) layer at the welded interface should be kept thin and cracks should be limited in the steel layer next to the interface in order to avoid early brittle interfacial cracking.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Shape Memory Alloy Transformations · Structural Behavior of Reinforced Concrete · Ferroelectric and Piezoelectric Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Materials and Civil Engineering (iMMC), Institute of Mechanics, Materials and Civil Engineering (iMMC), UCLouvain, Louvain-la-Neuve, Belgium
Architecture and Built Environment (LAB), Institute of Landscape, Architecture and Built Environment (LAB), UCLouvain, Louvain-la-Neuve, Belgium
Technologiepark-Zwijnaarde, Belgian Welding Institute (BWI), Technologiepark-Zwijnaarde, Gent, Belgium
Funding
Fonds De La Recherche Scientifique - FNRS · Fonds pour la Formation à la Recherche dans l'Industrie et dans l'Agriculture
References (29)
Show source-provided references
1. 10.1002/maco.20120689810.1002/maco.201206898 ↗
2. 10.1016/j.jeurceramsoc.2011.11.01210.1016/j.jeurceramsoc.2011.11.012 ↗
3. 10.1016/j.engstruct.2017.04.05810.1016/j.engstruct.2017.04.058 ↗
4. 10.1007/s10518-015-9772-810.1007/s10518-015-9772-8 ↗
5. 10.1016/j.matdes.2013.11.08410.1016/j.matdes.2013.11.084 ↗
6. 10.1061/(ASCE)BE.1943-5592.000080610.1061/(ASCE)BE.1943-5592.0000806 ↗
7. 10.1617/s11527-010-9601-010.1617/s11527-010-9601-0 ↗
8. 10.1016/j.conbuildmat.2011.10.02010.1016/j.conbuildmat.2011.10.020 ↗
9. Saiidi MS · ACI Struct J · 2006 · 103 · 436
10. Saiidi MS · ACI Struct J · 2009 · 106
11. 10.1080/1363246080200308210.1080/13632460802003082 ↗
12. 10.1061/(ASCE)0899-1561(2007)19:6(454)10.1061/(ASCE)0899-1561(2007)19:6(454) ↗
13. 10.1061/(ASCE)CC.1943-5614.000089310.1061/(ASCE)CC.1943-5614.0000893 ↗
14. Pacheco de Almeida J · Eng Struct · 2020 · 220
15. Akselsen OM. · Shape Mem Alloy · 2010 · 9 · 183
16. 10.1179/174329307X24933310.1179/174329307X249333 ↗
17. 10.1179/136217110X1278588955006410.1179/136217110X12785889550064 ↗
18. 10.1179/136217109X1257781448669210.1179/136217109X12577814486692 ↗
19. 10.1016/j.jmatprotec.2009.06.01810.1016/j.jmatprotec.2009.06.018 ↗
20. 10.1016/j.jmatprotec.2004.05.01710.1016/j.jmatprotec.2004.05.017 ↗
21. CEN (European Committee for Standardization). (2004). Eurocode 2: design of concrete structures – Part 1-1: General rules and rules for buildings.
22. ISO 6892-1. (2016). Metallic materials – Tensile testing – Part 1: Temperature, Method of test at room.
23. 10.1016/j.engstruct.2013.03.02810.1016/j.engstruct.2013.03.028 ↗
24. Dudr M, Drahokoupil J, Heller L. (2015). Study of nitinol wires using X-ray diffraction and optical methods. In: Struktura 2015.
25. 10.1016/j.msea.2017.03.10110.1016/j.msea.2017.03.101 ↗
26. 10.1016/S1359-6454(97)00379-010.1016/S1359-6454(97)00379-0 ↗
27. 10.1007/BF0266385510.1007/BF02663855 ↗
28. 10.1016/j.scriptamat.2009.06.02210.1016/j.scriptamat.2009.06.022 ↗
29. 10.1016/j.msea.2018.10.10110.1016/j.msea.2018.10.101 ↗