Long term effects of gamma irradiation on in-service concrete structures

被引:10
|
作者
Potts, A. [1 ,2 ,3 ]
Butcher, E. [2 ]
Cann, G. [3 ]
Leay, L. [1 ,4 ]
机构
[1] Dalton Nucl Inst, Dalton Cumbrian Facil, Manchester, Lancs, England
[2] Univ Manchester, Dept Chem, Manchester, Lancs, England
[3] Natl Nucl Lab, Havelock Rd, Workington CA14 3YQ, England
[4] Univ Manchester, Dept Mech Aerosp & Civil Engn, Manchester, Lancs, England
基金
英国工程与自然科学研究理事会;
关键词
Concrete; Gamma; Radiation; Nuclear; NUCLEAR-POWER-PLANTS; ACCELERATED CARBONATION; CEMENT PASTE; RADIATION; STRENGTH; MICROSTRUCTURE; CHALLENGES; PRESSURE; IMMOBILIZATION; DURABILITY;
D O I
10.1016/j.jnucmat.2021.152868
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Concrete is used extensively in the nuclear industry. The majority of studies examine neutron irradiation for nuclear power plants with studies into only gamma radiation effects, which is of relevance for waste stores, being relatively sparse. This study examines archive samples of fly ash blended concrete which are over 30 years old. Some samples were kept under in-service operating conditions in a higher activity nuclear waste store whilst control samples were kept in normal atmospheric conditions on the nuclear site. Electron microscopy, XRD and elemental analysis of leachate showed little difference between the control and in-service samples. Applying a higher radiation dose rate to a sub-set of the control samples led to a decrease in porosity, as determined by N-2 adsorption, with a more pronounced decrease evident in the in-service samples. This observed effect of dose rate suggests that accelerated radiation testing can be used to indicate a general change of in-service concrete, but should not be used to determine quantitative changes. The compressive strength of in-service samples was similar to control samples of the same age and historic data sets also showed no loss of compressive strength. Consequently, the trend identified in the literature where compressive strength decreases with increasing gamma radiation doses may not be applicable to concrete waste stores currently in use within the nuclear industry. (C) 2021 Elsevier B.V. All rights reserved.
引用
收藏
页数:13
相关论文
共 50 条
  • [1] IN-SERVICE EXPERIENCE WITH 11 OFFSHORE CONCRETE STRUCTURES
    FJELD, S
    ROLAND, B
    WORLD OIL, 1982, 194 (05) : 262 - 262
  • [2] Transport properties of concrete pavements with excellent long-term in-service performance
    Mohr, P
    Hansen, W
    Jensen, E
    Pane, I
    CEMENT AND CONCRETE RESEARCH, 2000, 30 (12) : 1903 - 1910
  • [3] Effects of degraded durability on the long-term stability of in-service slopes with reinforced concreted support structures
    Ye, Wenya
    Ma, Yongzheng
    Qin, Cuigui
    Wang, Huajun
    Li, Chunguang
    Ding, Zhouxiang
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [4] A Reliability Analysis of In-service Reinforced Concrete Residential Structures
    Wang, Yuying
    Gao, Qiang
    Zhang, Guoping
    2016 INTERNATIONAL CONFERENCE ON MANUFACTURING SCIENCE AND INFORMATION ENGINEERING (ICMSIE 2016), 2016, : 8 - 14
  • [5] In-service inspections of thick-walled concrete structures
    L. Pecinka
    S. Moravka
    Strength of Materials, 2006, 38 (4) : 374 - 385
  • [6] In-Service Inspection of Offshore Concrete Structures: Application of an Expert System
    Samarakoon, S. M. Samindi M. K.
    Ratnayake, R. M. Chandima
    2013 IEEE INTERNATIONAL CONFERENCE ON INDUSTRIAL ENGINEERING AND ENGINEERING MANAGEMENT (IEEM 2013), 2013, : 1458 - 1462
  • [7] Case Study: Corrosion Monitoring of In-Service Reinforced Concrete Structures
    Zafar, Idrees
    Corrosion Management, 2024, (180): : 38 - 41
  • [8] Irradiation Effects on Reactor Concrete Structures
    Arregui-Mena, J. David
    Giorla, Alain B.
    Jellison, G. E.
    Tajuelo-Rodriguez, Elena
    Torrence, Christa E.
    Kawai, Masaki
    Le Pape, Yann
    Rosseel, Thomas M.
    TMS 2019 148TH ANNUAL MEETING & EXHIBITION SUPPLEMENTAL PROCEEDINGS, 2019, : 907 - 912
  • [9] Service life prediction of reinforced concrete structures, based on in-service chloride penetration profiles
    Schueremans, L
    Van Gemert, D
    DURABILITY OF BUILDING MATERIALS AND COMPONENTS 8, VOLS 1-4, PROCEEDINGS, 1999, : 83 - 93
  • [10] Durability, Service Life, and Long-Term Integrity of Concrete Materials, Bridges, and Structures
    Kim, Yail J.
    Pantelides, Chris P.
    Shi, Xianming
    American Concrete Institute, ACI Special Publication, 2022, SP-351