Tu.2.B
Shape Memory Alloys (SMAs) for Engineering Applications (I)

Tu.2.B.1
  Full Paper

An overview of research on SMAs with a focus on seismic risk mitigation

H.H. Aydoğdu1, A. Ilki1

1: Istanbul Technical University, Istanbul, Turkey

Tu.2.B.2
  Full Paper

STRUCTURAL CONCRETE STRENGTHENING with Fe-SMA STRIPS: CASE STUDY with specific CONTROL AFTER ACTIVATION

J. Mercier1, B. Basile1, X. Hallopeau1, J. Michels2, C. Tourneur1

1: FREYSSINET International & Cie Département Technique, Rueil-Malmaison, France
2: Re-fer AG, Brunnen , Switzerland

Tu.2.B.3
  Full Paper

Effectiveness of NiTi-SMA Bars at the Beam Column Joint Interface

M. Rahman1, M. Al-Huri1, A. Al-Gadhib1, M. Baluch1, M. Alosta1

1: King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia

Tu.2.B.4
  Full Paper

Behavior of iron-based shape memory alloys under cyclic loading histories

D. Isidoro Heredia Rosa1, A. Hartloper1, A. Sousa1, D. Lignos1, M. Motavalli2, E. Ghafoori2

1: Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland
2: Swiss Federal Laboratories for Material Science and Technology (EMPA), Dübendorf, Switzerland

Tu.2.B.5
  Full Paper

Shear strengthening using external Fe-SMA strips

L.A. Montoya-Coronado1, J.G. Ruiz-Pinilla1, C. Ribas1, A. Cladera1

1: University of Balearic Islands, Palma (Balearic Islands), Spain

Tu.2.B.6
  Full Paper

3-D Non Linear Finite Element Modeling of Exterior R.C Beam-Column Joint Partially Reinforced With Shape Memory Alloys (SMAs) and Existing of Transverse Beam

A. Halahla1, Y. Abu Tahnat2

1: Fahad Bin Sultan University, Tabuk, Saudi Arabia
2: Middle East Technical University, Ankara, Turkey

Tu.2.B.7
  Full Paper

Long-term behavior of reinforced concrete beams strengthened by iron-based shape memory alloy strips

M. Shahverdi1,2, C. Czaderski1

1: Empa, Dubendorf, Switzerland
2: University of Tehran, Iran

Tu.2.B.8
  Full Paper

Fire Behavior of Prestressed Iron-Based Shape Memory Alloy (Fe-SMA)

E. Ghafoori1, M. Neuenschwander2, M. Shahverdi1,3, C. Czaderski1, M. Fontana3

1: Empa, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland
2: University of California Berkeley, Pacific Earthquake Engineering Research Center, Berkeley, CA, USA
3: ETH Zurich, Zurich, Switzerland