EVALUATION OF BOND PERFORMANCE OF REINFORCED CONCRETE USING HOT-DIP GALVANIZED REBAR BY NEUTRON DIFFRACTION
EVALUATION OF BOND PERFORMANCE OF REINFORCED CONCRETE USING HOT-DIP GALVANIZED REBAR BY NEUTRON DIFFRACTION
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通过中子衍射评价热镀锌钢筋钢筋混凝土的粘结性能
DOI:
10.3130/aijs.86.1026
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发表时间:
2021
期刊:
影响因子:
--
通讯作者:
M. Kanematsu
中科院分区:
文献类型:
--
作者:
Kensuke Kobayashi;H. Suzuki;Yuhei Nishio;M. Kanematsu
An evaluation of bond performance of the reinforced concrete (RC) specimen with hot-dip galvanized rebar was carried out in three types of stress field: compressive, tensile, and bending and shearing. The bond stress between rebar and concrete was evaluated with non-destructive and non-contact method by neutron diffraction using TAKUMI, in MLF, J-PARC. As a result, compared with ordinary rebar, axial stress distribution on hot-dip galvanized rebar embedded in concrete showed a similar tendency in any types of stress field. In conclusion, it was confirmed that the bond performance of hot-dip galvanized rebar is equivalent to that of ordinary rebar. Reinforced concrete (RC) exerts its structural performance due to the bond stress between rebar and concrete. According to the past research, rebar corrosion is thought to lead to a decrease in bond performance of RC. In order to improve corrosion resistance of rebar, hot-dip galvanized rebar has been developed and put into practical use as one of RC anticorrosion technologies. Hot-dip galvanized rebar is a rebar coated with a thin hot-dip galvanized layer on the surface. On the other hand, it is not clear whether the galvanized in The bond between rebar concrete tensile, shearing measuring the stress distribution along the rebar embedded in concrete using diffraction method. The neutron diffraction for measuring complete non-destructive non-contact diffraction permeability evaluate stress deep of experiments in this study conducted at engineering diffractometer, in