Application of an iron-based shape memory alloy for post-tensioning glass elements

被引:0
|
作者
Vlad-Alexandru Silvestru
Zhikang Deng
Julien Michels
Lingzhen Li
Elyas Ghafoori
Andreas Taras
机构
[1] ETH Zurich,Institute of Structural Engineering
[2] re-fer AG,undefined
[3] Empa,undefined
[4] Swiss Federal Laboratories for Materials and Technology,undefined
[5] Structural Engineering Research Laboratory,undefined
来源
关键词
Iron-based shape memory alloy; Post-tensioned glass element; Structural adhesive; Lap-shear joint; Shear strength; Activation procedure;
D O I
暂无
中图分类号
学科分类号
摘要
Previous research has evidenced that by adding a ductile reinforcement on the tension side of a glass beam, for instance by adhesive bonding, its post-cracking behaviour and redundancy were improved, while an additional pre-stressing of this reinforcement further helped to increase the initial cracking resistance. Past investigations used steel tendons or stainless steel strips, which required rather complex setups and procedures for mechanical pre-stressing. This study aims to introduce an easier-to-apply procedure with strips made of an iron-based shape memory alloy (Fe-SMA), which has the property of remembering its initial shape after a phase transformation from austenite to martensite. The Fe-SMA strips can be anchored to a parent structure as pre-strained strips, in case of a glass substrate by adhesive bonding. After activation of the Fe-SMA through a heating and cooling process, a tensile stress is generated in the strip, which applies a compressive stress field into the parent structure. This work discusses the results from first feasibility investigations dealing with the choice of adhesive and identifying a suitable activation procedure for Fe-SMA strips adhesively bonded to glass elements. The effective bond length, which needs to be considered when defining the anchorage length, was determined for two structural adhesives. While for the high-strength, brittle 2c-epoxy adhesive SikaPower®-1277, shorter bond lengths of a little more than 120 mm were sufficient, for the more ductile 2c-methacrylate adhesive Araldite® 2047-1, longer bond lengths were necessary for the same load level (more than 240 mm). Furthermore, an activation procedure by electrical resistive heating was applied, which (i) allowed sufficient heating of the Fe-SMA for activation, (ii) avoided too high instant temperature changes in the glass and (iii) did not affect the required anchorage bond length.
引用
收藏
页码:187 / 210
页数:23
相关论文
共 50 条
  • [21] Flexural strengthening of structural concrete with iron-based shape memory alloy strips
    Michels, Julien
    Shahverdi, Moslem
    Czaderski, Christoph
    STRUCTURAL CONCRETE, 2018, 19 (03) : 876 - 891
  • [22] Iron-based shape memory alloy active assembly connectors for civil structures
    Thuesing, Kai
    Sobotta, Sacha
    Schlueter, Dominik
    Hoinka, Jennifer
    Ayoubi, Mazen
    Kropp, Thomas
    Schumann, Alexander
    Drossel, Welf-Guntram
    STRUCTURAL CONCRETE, 2023, 24 (04) : 5184 - 5196
  • [23] Mechanical and recovery behavior of a new iron-based shape memory alloy plate
    Liu, Ziqing
    Dong, Zhiqiang
    Hu, Longlong
    Zhu, Hong
    Wu, Gang
    Wen, Yuhua
    Zhao, Xiao-ling
    STRUCTURES, 2024, 61
  • [24] Thermally activated iron-based shape memory alloy for strengthening metallic girders
    Izadi, Mohammadreza
    Hosseini, Ardalan
    Michels, Julien
    Motavalli, Masoud
    Ghafoori, Elyas
    THIN-WALLED STRUCTURES, 2019, 141 : 389 - 401
  • [25] Compressive behavior of concrete confined with iron-based shape memory alloy strips
    Jeong, Saebyeok
    Kim, Kun-Ho E.
    Lee, Youngchan
    Yoo, Dahye
    Hong, Kinam
    Jung, Donghyuk
    EARTHQUAKES AND STRUCTURES, 2022, 23 (05) : 431 - 444
  • [26] SPATIAL AND TEMPORAL HOMOGENIZATION OF PHASE-FIELD EQUATIONS WITH AN APPLICATION TO IRON-BASED SHAPE MEMORY ALLOY MODELING
    von Oertzen, Vincent
    Kiefer, Bjoern
    PROCEEDINGS OF ASME 2023 CONFERENCE ON SMART MATERIALS, ADAPTIVE STRUCTURES AND INTELLIGENT SYSTEMS, SMASIS2023, 2023,
  • [27] The application of external post-tensioning system to a damage masonry arch
    Zampieri, Paolo
    Piazzon, Riccardo
    Ferroni, Riccardo
    Pellegrino, Carlo
    XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 605 - 609
  • [28] Post-fire performance of iron-based shape memory alloy: Experimental study, prediction equations and constitutive models
    Qiang, Xuhong
    Zhang, Zhiyi
    Zhang, Delin
    Dong, Hao
    Jiang, Xu
    STRUCTURES, 2024, 64
  • [29] Iron-Based Shape Memory Alloy Strengthening of a 113-Years Steel Bridge
    Vujtech, Jakub
    Ryjacek, Pavel
    Matos, Jose Campos
    Ghafoori, Elyas
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 2311 - 2321
  • [30] Superelasticity and functional fatigue of single crystalline FeNiCoAlTi iron-based shape memory alloy
    Abuzaid, Wael
    Sehitoglu, Huseyin
    MATERIALS & DESIGN, 2018, 160 : 642 - 651