Ductility enhancement of RC beams strengthened with near surface mounted - SMA technique

被引:0
作者
Kadoon, Kinan [1 ]
Abbass, Ammar [1 ]
Hawija, Bassam [1 ]
机构
[1] Tishreen Univ, Fac Civil Engn, Dept Struct Engn, Latakia, Syria
关键词
reinforced concrete; RC beam; near surface mounted; NSM; shape-memory alloy; SMA; ductility; OpenSees; SHAPE-MEMORY ALLOYS; FLEXURAL BEHAVIOR; CONCRETE;
D O I
10.1504/IJMRI.2025.144885
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on many studies carried out on strengthening RC beams and girders with the near surface mounted (NSM) technique with fibre reinforced polymer (FRP), ductility reduction has been observed. In this research, an advanced and promising technique for retrofitting previously designed RC beams known as the near-surface-mounted (NSM) method with shape-memory alloy (SMA) strips is proposed which can help overcome the shortcomings of the NSM-FRP technique. The ductility enhancement of NSM-SMA beams was studied numerically using 2D fibre element modelling via OpenSees software, and five types of SMA materials were used. Improving the RC beams' flexural behaviour using the NSM-SMA retrofitting technique was also discussed. Results showed that, for RC beams, the NSM-SMA technique enhanced the ductility to reach more than 90% in some of the NSM-SMA beams, and a reduction in the ductility of the NSM-CFRP beam was observed compared with the control beam.
引用
收藏
页码:229 / 246
页数:19
相关论文
共 25 条
[1]   Seismic Assessment of RC Bridge Columns Retrofitted with Near-Surface Mounted Shape Memory Alloy Technique [J].
Abbass, Ammar ;
Attarnejad, Reza ;
Ghassemieh, Mehdi .
MATERIALS, 2020, 13 (07)
[2]   Nonlinear simulation of reinforced concrete beams retrofitted by near-surface mounted iron-based shape memory alloys [J].
Abouali, Sahar ;
Shahverdi, Moslem ;
Ghassemieh, Mehdi ;
Motavalli, Masoud .
ENGINEERING STRUCTURES, 2019, 187 :133-148
[3]   Potential of superelastic Cu-Al-Mn alloy bars for seismic applications [J].
Araki, Y. ;
Endo, T. ;
Omori, T. ;
Sutou, Y. ;
Koetaka, Y. ;
Kainuma, R. ;
Ishida, K. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2011, 40 (01) :107-115
[4]   Behavior of a concrete bridge cantilevered slab reinforced using NSM CFRP strips [J].
Astorga, Ariela ;
Santa Maria, Hernan ;
Lopez, Mauricio .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 :461-472
[5]  
Badawi M.A., 2007, MONOTONIC FATIGUE FL
[6]   Fiber-reinforced polymer composites for construction-state-of-the-art review [J].
Bakis, CE ;
Bank, LC ;
Brown, VL ;
Cosenza, E ;
Davalos, JF ;
Lesko, JJ ;
Machida, A ;
Rizkalla, SH ;
Triantafillou, TC .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2002, 6 (02) :73-87
[7]   Performance-Based Seismic Design of Shape Memory Alloy-Reinforced Concrete Bridge Piers. I: Development of Performance-Based Damage States [J].
Billah, A. H. M. Muntasir ;
Alam, M. Shahria .
JOURNAL OF STRUCTURAL ENGINEERING, 2016, 142 (12)
[8]   Self-centering energy dissipative bracing system for the seismic resistance of structures: Development and validation [J].
Christopoulos, C. ;
Tremblay, R. ;
Kim, H. -J. ;
Lacerte, M. .
JOURNAL OF STRUCTURAL ENGINEERING, 2008, 134 (01) :96-107
[9]   Iron-based shape memory alloys for civil engineering structures: An overview [J].
Cladera, A. ;
Weber, B. ;
Leinenbach, C. ;
Czaderski, C. ;
Shahverdi, M. ;
Motavalli, M. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 63 :281-293
[10]  
El-Hacha R, 2004, ACI STRUCT J, V101, P717