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
  • [1] Bond behaviour of ribbed near-surface-mounted iron-based shape memory alloy bars with short bond lengths
    Schranz, Bernhard
    Czaderski, Christoph
    Vogel, Thomas
    Shahverdi, Moslem
    MATERIALS & DESIGN, 2020, 191
  • [2] Bond investigations of prestressed, near-surface-mounted, ribbed memory-steel bars with full bond length
    Schranz, Bernhard
    Czaderski, Christoph
    Vogel, Thomas
    Shahverdi, Moslem
    MATERIALS & DESIGN, 2020, 196
  • [3] Iron-based shape memory alloys for prestressed near-surface mounted strengthening of reinforced concrete beams
    Shahverdi, Moslem
    Czaderski, Christoph
    Motavalli, Masoud
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 112 : 28 - 38
  • [4] Bond behavior of iron-based shape memory alloy reinforcing bars embedded in concrete
    Fawaz, Ghassan
    Murcia-Delso, Juan
    MATERIALS AND STRUCTURES, 2020, 53 (05)
  • [5] Bond behavior of iron-based shape memory alloy reinforcing bars embedded in concrete
    Ghassan Fawaz
    Juan Murcia-Delso
    Materials and Structures, 2020, 53
  • [6] Bond-slip behavior of superelastic shape memory alloys for near-surface-mounted strengthening applications
    Daghash, Sherif M.
    Ozbulut, Osman E.
    SMART MATERIALS AND STRUCTURES, 2017, 26 (03)
  • [7] Feasibility of iron-based shape memory alloy strips for prestressed strengthening of concrete structures
    Czaderski, C.
    Shahverdi, M.
    Broennimann, R.
    Leinenbach, C.
    Motavalli, M.
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 56 : 94 - 105
  • [8] Flexural strengthening of large-scale reinforced concrete beams using near-surface -mounted self-prestressed iron-based shape-memory alloy strips
    El-Hacha, Raafat
    Rojob, Hothifa
    PCI JOURNAL, 2018, : 55 - 65
  • [9] Strengthening and prestressing of bridge decks with ribbed iron-based shape memory alloy bars
    Schranz, Bernhard
    Michels, Julien
    Czaderski, Christoph
    Motavalli, Masoud
    Vogel, Thomas
    Shahverdi, Moslem
    ENGINEERING STRUCTURES, 2021, 241
  • [10] Flexural Response of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Fe-Based Shape-Memory Alloy Strips
    Kinam Hong
    Sugyu Lee
    Yeongmo Yeon
    Kyusan Jung
    International Journal of Concrete Structures and Materials, 2018, 12