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Ribbed iron-based shape memory alloy bars for pre-stressed strengthening applications

 Ribbed iron-based shape memory alloy bars for pre-stressed strengthening applications
Autor(en): , , , ,
Beitrag für IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019, veröffentlicht in , S. 1394-1401
DOI: 10.2749/guimaraes.2019.1394
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Iron-based shape memory alloys (Fe-SMA) are a cost-effective alternative to conventional strengthening materials. With their unique properties such as the shape-memory effect (SME), structures can ...
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Bibliografische Angaben

Autor(en): (Structural Engineering Research Laboratory, Empa, Dübendorf, Switzerland; Institute of Structural Engineering (IBK), ETH Zürich, Switzerland)
(Structural Engineering Research Laboratory, Empa, Dübendorf, Switzerland)
(Structural Engineering Research Laboratory, Empa, Dübendorf, Switzerland; 3 School of Civil Engineering, University of Tehran, Iran)
(re-fer AG, Brunnen, Switzerland)
(Institute of Structural Engineering (IBK), ETH Zürich, Switzerland)
(Structural Engineering Research Laboratory, Empa, Dübendorf, Switzerland; 3 School of Civil Engineering, University of Tehran, Iran)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019
Veröffentlicht in:
Seite(n): 1394-1401 Anzahl der Seiten (im PDF): 8
Seite(n): 1394-1401
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/guimaraes.2019.1394
Abstrakt:

Iron-based shape memory alloys (Fe-SMA) are a cost-effective alternative to conventional strengthening materials. With their unique properties such as the shape-memory effect (SME), structures can be retrofitted regarding the serviceability state as well as ultimate load capacity. The term SME refers to the ability of the material to return to its original shape upon heating, after having been deformed at ambient temperature. The heating and cooling process are generally referred to as “activation” of the alloy. If the material is restrained at activation, the material is subjected to tensile stresses. This phenomenon can be used for structural pre-stressing. The Fe- SMA material can be produced in form of standard-geometry reinforcement bars, to be used for flexural as well as shear-strengthening of concrete members. As a base for novel strengthening methods, this study aims at investigating the thermo-mechanical behaviour of Fe-SMA bars under realistic conditions. It comprises loading the material after activation (pre-stressed), exposure to multi-cyclic loading and observation of relaxation behaviour of pre-stressed Fe-SMA bars. Experiments were performed with diameter 16 and 12 mm bars. The results show a highly non- linear stress-strain behaviour, unlike conventional pre-stressing materials. The experiments with activated samples show that the stress-strain curve of Fe-SMA bars loaded after activation will approach and then follow the curve of non-activated tensile tests approximately in the point of the initial deformation. Furthermore, analytical material models are developed which show good correspondence with experimental data and serve as a base for further studies and structural design.

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