Fibre optic strain measurements for bond modelling of prestressed near-surface-mounted iron-based shape memory alloy bars

被引:20
|
作者
Schranz, Bernhard [1 ,2 ]
Nunes, Miguel F. [1 ,3 ]
Czaderski, Christoph [1 ]
Shahverdi, Moslem [1 ,4 ]
机构
[1] Empa, Swiss Fed Labs Mat Sci & Technol, Dubendorf, Switzerland
[2] ETH, Dept Civil Environm & Geomat Engn D BAUG, Zurich, Switzerland
[3] ETH, Inst Struct Engn IBK, Zurich, Switzerland
[4] Univ Tehran, Sch Civil Engn, Tehran, Iran
基金
瑞士国家科学基金会;
关键词
Fe-SMA; Memory-steel; Pull-out; Strengthening; Shear stress; Slip; Concrete structures; Bond?slip law; FRP;
D O I
10.1016/j.conbuildmat.2021.123102
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Near-surface-mounted (NSM) iron-based shape memory alloy (memory-steel) bars represent a novel type of reinforcement for prestressed strengthening of concrete structures. To examine the bond beha-viour of these embedded reinforcements in detail, fibre optic (FO) methods can be used. In this study, dis-tributed FO strain measurements were performed in small-scale bond experiments and large-scale structural experiments using prestressed and non-prestressed NSM memory-steel bars. The experiments demonstrated the FO measurement technique?s feasibility on memory-steel bars, provided insights into the complex strain profiles before and after prestressing, and revealed the active bond lengths. When the memory-steel bar was subjected to an external load, a reduction in the bar?s stiffness resulted in an increase in active bond length. The results furthermore highlighted the importance of rigid bar fixations to avoid prestress loss. The obtained strain distributions were also processed to calculate the distributed slip and axial bar stress, and to investigate the parameters of three different bond shear stress?slip laws (BSSLs). A linear increasing BSSL with a nonlinear bar stiffness led to a realistic calculation of the axial stress in the bar, while resulting in acceptable slip and strain. The implementation of a constant Young?s modulus consistently overestimated the axial bar stress. ? 2021 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http:// creativecommons.org/licenses/by/4.0/).
引用
收藏
页数:19
相关论文
共 31 条
  • [21] Complete fatigue crack arrest in metallic structures using bonded prestressed iron-based shape memory alloy repairs
    Wang, Wandong
    Zhou, Wei
    Ma, Yu'e
    Motavalli, Masoud
    Ghafoori, Elyas
    INTERNATIONAL JOURNAL OF FATIGUE, 2024, 180
  • [22] Surface preparations and durability of iron-based shape memory alloy adhesively-bonded joints
    Pichler, Niels
    Wang, Wandong
    Poulis, Johannes A.
    Ghafoori, Elyas
    INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2023, 125
  • [23] Self-centering technique for existing concrete bridge columns using prestressed iron-based shape memory alloy reinforcement
    Raza, Saim
    Widmann, Robert
    Michels, Julien
    Saiidi, M. Saiid
    Motavalli, Masoud
    Shahverdi, Moslem
    ENGINEERING STRUCTURES, 2023, 294
  • [24] Iron-Based Shape Memory Alloy (Fe-SMA) vs. CFRP for Prestressed Strengthening of Civil Metallic Structures
    Ghafoori, E.
    Hosseini, A.
    Michels, J.
    Izadi, M. R.
    Pellissier, E.
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 2139 - 2153
  • [25] Numerical Evaluation of Self-Centering Buckling-Restrained Braces with Prestressed Iron-Based Shape Memory Alloy Tendons
    Carofilis, Wilson
    Kim, Eugene
    Jung, Donghyuk
    Pinargote, Johanna
    PROCEEDINGS OF THE CANADIAN SOCIETY OF CIVIL ENGINEERING ANNUAL CONFERENCE 2022, VOL 2, CSCE 2022, 2023, 348 : 671 - 683
  • [26] Seismic performance of self-centering columns post-tensioned with iron-based shape memory alloy (FeSMA) bars
    Hong, Huanpeng
    Gencturk, Bora
    Saiidi, M. Saiid
    Zheng, Botong
    Pan, Xiaoying
    Engineering Structures, 2025, 334
  • [27] Performance of hinge joints in hollow-core slab bridges reinforced with iron-based shape memory alloy U-bars
    Sun, Xinliang
    Dong, Zhiqiang
    Zou, Cui
    Zhu, Hong
    Wu, Gang
    Pan, Yijie
    STRUCTURES, 2024, 70
  • [28] Effect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy strip
    Deng, Zhikang
    Silvestru, Vlad-Alexandru
    Li, Lingzhen
    Ghafoori, Elyas
    Taras, Andreas
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 453
  • [29] Flexural Performance of RC Beams Strengthened with Pre-Stressed Iron-Based Shape Memory Alloy (Fe-SMA) Bars: Numerical Study
    Khalil, Ahmed
    Elkafrawy, Mohamed
    Abuzaid, Wael
    Hawileh, Rami
    AlHamaydeh, Mohammad
    BUILDINGS, 2022, 12 (12)
  • [30] Numerical Investigation of Flexural Behavior of Reinforced Concrete (RC) T-Beams Strengthened with Pre-Stressed Iron-Based (FeMnSiCrNi) Shape Memory Alloy Bars
    Khalil, Ahmed
    Elkafrawy, Mohamed
    Hawileh, Rami
    AlHamaydeh, Mohammad
    Abuzaid, Wael
    JOURNAL OF COMPOSITES SCIENCE, 2023, 7 (06):