Damping in Civil Engineering Using SMA. The Fatigue Behavior and Stability of CuAlBe and NiTi Alloys View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2009-08-01

AUTHORS

V. Torra, A. Isalgue, C. Auguet, G. Carreras, F. C. Lovey, H. Soul, P. Terriault

ABSTRACT

Two types of application in damping of structures by SMA in Civil Engineering are considered. The first one is related to the reduction of the damage produced by earthquakes. The second one is concerned with the increase of the lifetime of the stayed cables in bridges. The analyses of the experimental conditions required for each application are different: Several years or decades without any activity (excepted the summer-winter room temperature parasitic effects) followed by one or two minutes of oscillations under the earthquake affects, or near 100000 oscillations per day with pauses of several hours or days in the damping of stayed cables in bridges. This article analyzes the fatigue behavior of the CuAlBe alloy (appropriate for earthquakes) and of the NiTi alloy. Measurements of the damping of stayed cables indicate that the oscillation amplitude could be reduced up to one-third by using a NiTi wire as a damper device. More... »

PAGES

738-745

References to SciGraph publications

  • 2007-07-19. Metastable effects on martensitic transformation in SMA in JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY
  • 2007-05-15. Metastable effects onmartensitic transformation in SMA in JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY
  • 2005-07. Metastable effects on martensitic transformation in SMA (I) recoverable effects by the action of thermodynamic forces in parent phase in JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY
  • 2008-03. Metastable effects on martensitic transformation in SMA in JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY
  • Identifiers

    URI

    http://scigraph.springernature.com/pub.10.1007/s11665-009-9442-6

    DOI

    http://dx.doi.org/10.1007/s11665-009-9442-6

    DIMENSIONS

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