Measuring strain and stress distributions along rebar embedded in concrete using time-of-flight neutron diffraction

被引:9
作者
Suzuki, H. [1 ]
Kusunoki, K. [2 ]
Hatanaka, Y. [2 ]
Mukai, T. [3 ]
Tasai, A. [2 ]
Kanematsu, M. [4 ]
Kabayama, K. [5 ]
Harjo, S. [6 ]
机构
[1] Japan Atom Energy Agcy, Quantum Beam Sci Directorate, Naka Ku, Tokai, Ibaraki 3191195, Japan
[2] Yokohama Natl Univ, Dept Architecture, Yokohama, Kanagawa 2408501, Japan
[3] Bldg Res Inst, Dept Struct Engn, Tsukuba, Ibaraki 3050802, Japan
[4] Tokyo Univ Sci, Dept Architecture, Fac Sci & Technol, Noda, Chiba 2788510, Japan
[5] Shibaura Inst Technol, Coll Engn, Koto Ku, Tokyo 1358548, Japan
[6] Japan Atom Energy Agcy, J PARC Ctr, Naka, Ibaraki 3191195, Japan
关键词
neutron diffraction; time-of-flight; reinforced concrete; anchorage; strain; stress; rebar;
D O I
10.1088/0957-0233/25/2/025602
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In modern society, architectural and civil engineering structures such as reinforced concrete buildings require high seismic performance to minimize the 'megarisk' exposed from urban earthquake hazards. In the reinforced concrete structures, the bond resistance between rebar and concrete is one important parameter for discussing its performance and it has been typically evaluated by measuring the strain distribution along the embedded rebar. Here, we present in-situ strain and stress measurements for the rebar in reinforced concrete using time-of-flight neutron diffraction as a novel alternative technique to typical strain gauges. It was demonstrated in this study that the three-dimensional deformation behavior of the embedded rebar in normal-strength concrete, cured in air, can be accurately measured under pull-out loading using time-of-flight neutron diffraction. Wider applications of neutron diffraction in the structural engineering field are expected for advanced understanding of actual phenomena on reinforced concrete structures.
引用
收藏
页数:8
相关论文
共 19 条
[1]   NEUTRON-DIFFRACTION METHODS FOR THE STUDY OF RESIDUAL-STRESS FIELDS [J].
ALLEN, AJ ;
HUTCHINGS, MT ;
WINDSOR, CG ;
ANDREANI, C .
ADVANCES IN PHYSICS, 1985, 34 (04) :445-473
[2]  
[Anonymous], ISOTS214322005E
[3]   Use of Rietveld refinement for elastic macrostrain determination and for evaluation of plastic strain history from diffraction spectra [J].
Daymond, MR ;
Bourke, MAM ;
VonDreele, RB ;
Clausen, B ;
Lorentzen, T .
JOURNAL OF APPLIED PHYSICS, 1997, 82 (04) :1554-1562
[4]  
Goto, 1971, J AM CONCRETE I, V68, P244
[5]  
Hadi M.N., 2008, The Open Civil Engineering Journal, P143, DOI DOI 10.2174/1874149500802010143
[6]  
HARJO S, 2011, MATER SCI FORUM, V681, P443, DOI DOI 10.4028/WWW.SCIENTIFIC.NET/MSF.681.443
[7]  
Kanematsu M., 2011, P JCI, V33, P1853
[8]  
Kusunoki K, 2010, P JAPAN CONCR I, V32, P613
[9]  
Kusunoki K, 2008, P JAPAN CONCR I, V30, P649
[10]  
Kusunoki K, 2011, P 8 INT C URB EARTHQ, P701