Effects of Elevated Temperature and Irradiation on Performance Degradation of Concrete Structures

RONG Hua; JING Yuxiang; WANG Yulin; GENG Yan

doi:10.13204/j.gyjzG22062009

Volume 52 Issue 11

Nov. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(11): 133-138

RONG Hua, JING Yuxiang, WANG Yulin, GENG Yan. Effects of Elevated Temperature and Irradiation on Performance Degradation of Concrete Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 133-138. doi: 10.13204/j.gyjzG22062009

Citation:

RONG Hua, JING Yuxiang, WANG Yulin, GENG Yan. Effects of Elevated Temperature and Irradiation on Performance Degradation of Concrete Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 133-138. doi: 10.13204/j.gyjzG22062009

Citation:

PDF( 3922 KB)

Effects of Elevated Temperature and Irradiation on Performance Degradation of Concrete Structures

doi: 10.13204/j.gyjzG22062009

RONG Hua^1,2,
JING Yuxiang^{1,2
,
,},
WANG Yulin³,
GENG Yan^1,2

1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;
2. Inspection and Certification Co., Ltd., MCC, Beijing 100088, China;
3. China General Nuclear Power Group Co. Ltd., Shenzhen 518038, China

Received Date: 2022-06-20

Abstract

Abstract

To ensure the safe and reliable operation of nuclear power plants (NPPs) during their extended service lives, the performance of reinforced concrete structures in NPPs under long-term irradiation is quite important. A comprehensive framework of models was developed to predict the various properties and deformation of nuclear-irradiated concrete. The GSC model and the Mori-Tanaka model were used to characterize the mechanical and transport properties of concrete with multiple phases and multi-scale internal structures. The damage to the concrete’s mechanical properties resulting from irradiation and elevated temperature was estimated by using a composite damage mechanics approach. The transport properties in degraded concrete were calculated using multi-group diffusion equations, considering the temperature gradient and the damage induced by irradiation. Finally, all models were combined and implemented as a coupled radio-thermo-mechanical analysis to predict the long-term mechanical and transport responses of concrete. The work represents a comprehensive framework that can be used as user-defined material models combined with commercial finite element software products for future application of numerical analysis of concrete and reinforced concrete structures in nuclear power plants.
- nuclear power plant,
- irradiation,
- concrete,
- mechanical properties,
- damage,
- transport properties

FullText(HTML)

References(23)

References

[1]	HILSDORF H K, KROPP J, KOCH H J. The effects of nuclear radiation on the mechanical properties of concrete[C]//Proceedings of the Douglas McHenry International Symposium on Concrete and Concrete Structures. Mexico City:1978.
[2]	SALOMONI V A, MAJORANA C E, POMARO B, et al. Macroscale and mesoscale analysis of concrete as a multiphase material for biological shields against nuclear radiation[J]. Int. J. Numer. Anal. Meth. Geomech., 2014, 38:518-535. DOI: 10.1002/nag.2222.
[3]	POMARO B. A review on radiation damage in concrete for nuclear facilities:from experiments to modeling[J]. Modelling and Simulation in Engineering, 2016, 2016:1-10.
[4]	ROSSEEL T M, MARUYAMA I, PAPE Y L, et al. Review of the current state of knowledge on the effects of radiation on concrete[J]. Journal of Advanced Concrete Technology, 2016,14(7):368-383.
[5]	KONTANI O, ICHIKAWA Y, ISHIZAWA A, et al. Irradiation effects on concrete structures in infrastructure systems for nuclear energy[M]. Chichester, UK:John Wiley & Sons, Ltd, 2014:459-473.
[6]	FIELD K G, REMEC I, LE PAPE Y. Radiation effects in concrete for nuclear power plants-part I:quantification of radiation exposure and radiation effects[J]. Nuclear Engineering and Design, 2015, 282:126-143.
[7]	MARUYAMA I, KONTANI O, TAKIZAWA M, et al. Development of soundness assessment procedure for concrete members affected by neutron and gamma-ray irradiation[J]. Journal of Advanced Concrete Technology, 2017, 15:440-523.
[8]	POMARO B, SALOMONI V A, GRAMEGNA F, et al. Radiation damage evaluation on concrete within a facility for selective production of exotic species (SPES Project), Italy[J]. Journal of Hazardous Materials, 2011,194:169-177.
[9]	POMARO B, SALOMONI V A, GRAMEGNA F, et al. Radiation damage evaluation on concrete shielding for nuclear physics experiments[J]. Annals of Solid and Structural Mechanics, 2011, 2(2/3/4):123-142.
[10]	KHMUROVSKA Y, ŠTEMBERK P, FEKETE T, et al. Numerical analysis of VVER-440/213 concrete biological shield under normal operation[J]. Nuclear Engineering and Design, 2019, 350:58-66.
[11]	SAKLANI N, BANWAT G, SPENCER B, et al. Damage development in neutron-irradiated concrete in a test reactor:Hygro-thermal and mechanical simulations[J]. Cement and Concrete Research, 2021, 142. DOI: 10.1016/j.cemconres.2020.106349.
[12]	LOWINSKA-KLUGE A, PISZORA P. Effect of gamma irradiation on cement composites observed with XRD and SEM methods in the range of radiation dose 0-1409 MGy[J]. ACTA Physica Polonica-A, 2008, 114(2):399-411.
[13]	VODÁK F, TRTÍK K, SOPKO V, et al. Effect of γ-irradiation on strength of concrete for nuclear-safety structures[J]. Cement and Concrete Research, 2005, 35(7):1447-1451.
[14]	RODRIGUEZ E T, HUNNICUTT W A, MONDAL P, et al. Examination of gamma-irradiated calcium silicate hydrates. part I:chemical-structural properties[J]. Journal of the American Ceramic Society, 2020, 103(1):558-568.
[15]	HUNNICUTT W, RODRIGUEZ E T, MONDAL P, et al. Examination of Gamma-irradiated Calcium Silicate hydrates. part II:mechanical properties[J]. Journal of Advanced Concrete Technology, 2020, 18(10):558-570.
[16]	JING Y, XI Y. Theoretical modeling of the effects of neutron irradiation on properties of concrete[J]. Journal of Engineering Mechanics, ASCE, 2017, 143(12):1-14.
[17]	JING Y, XI Y. Long-term neutron radiation levels in distressed concrete biological shielding walls[J]. Journal of Hazardous Materials, 2019, 363:376-384.
[18]	JING Y, XI Y. Modeling long-term distribution of fast and thermal neutron fluence in degraded concrete biological shielding walls[J]. Construction and Building Materials, 2021, 292. DOI: 10.1016/j.conbuildmat.2021.123379.
[19]	BENVENISTE Y. A new approach to the application of Mori-Tanaka's theory in composite materials[J]. Mechanics of Materials, 1987, 6(2):147-157.
[20]	MORI T, TANAKA K. Average stress in matrix and average elastic energy of materials with misfitting inclusions[J]. Acta Metallurgica, 1973, 21(5):571-574.
[21]	CHRISTENSEN R M. Mechanics of composite materials[M]. New York:Dover Publications, 2005.
[22]	WANG S X, WANG L M, EWING R C. Irradiation-induced amorphization:effects of temperature, ion mass, cascade size, and dose rate[J]. Physical Review B, 2000, 63(2).DOI: 10.1103/PhysRevB.63.024105.
[23]	SHULTIS J K, FAW R E. Radiation shielding[M]. Upper Saddle River, NJ:Prentice Hall PTR, 1996.

Relative Articles

[1]	CAO Meigen, ZHANG Ruoyu, ZHU Yunxiang, WANG Yu, KONG Fanfang, PAN Yiwei. Research on Wind Resistant Reinforcement of In-Plane Cables of Transmission Line Tower and Influence of Design Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 48-56.
[2]	JIN Xin, HUANG Dong-mei, YAO Ming-zhi, LI Xiao-han. Investigation of Influence of Fishscale Cladding and Aerodynamic Interference on Wind Load and Wind-Induced Response of a Chimney[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 178-185. doi: 10.13204/j.gyjzg21091006
[3]	NIE Zhulin, OU Tong, XIN Zhiyong, ZHU Yong, WANG Dayang. OPTIMIZATION OF WIND VIBRATION RESPONSES OF BUILDING STRUCTURES PLANTED ARBORS ON ROOFS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 121-127. doi: 10.13204/j.gyjzG20050604
[4]	HAN Miao, LI Shuangchi, DU Hongkai, LI Wanjun, HAN Rong. ANALYSIS ON WIND VIBRATION RESPONSE AND DAMPING VIBRATION REDUCTION OF LONG-SPAN GRID STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 114-120. doi: 10.13204/j.gyjz202005019
[7]	Zhang Mingliang, Li Qiusheng. EXPERIMENTAL INVESTIGATION ON WIND LOAD CHARACTERISTICS OF ROOF STRUCTURE FOR JILIN RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 123-130,30. doi: 10.13204/j.gyjz201204026
[8]	He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029
[9]	Yang Yinghua, Wei Jun, Feng Zhen, Chen Chuanzheng. STUDY OF WIND-INDUCED VIBRATION RESPONSES AND WIND-INDUCED VIBRATION FACTOR FOR LONG-SPAN GABLE ROOFS SUPPORTED BY STEEL TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 124-129. doi: 10.13204/j.gyjz201101028
[10]	Pan Hanming, Chen Yiyi, Zhao Xianzhong, Liang Shuo. EXPERIMENTAL STUDY ON THE BIDIRECTIONAL PIN HINGED JOINTS OF GUANGZHOU NEW TV TOWER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 117-121. doi: 10.13204/j.gyjz200901026
[11]	Du Dongshen, Li Aiqun, Shi Qiyin, Li Peibin, Lou Yu. SHAKING TABLE TEST AND FINITE ELEMENT ANALYSIS OF HIGH_RISE CONTROL TOWER OF AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 83-86. doi: 10.13204/j.gyjz200603022
[12]	Zhang Jian-sheng, Wu Yue, Shen Shi-zhao. STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 69-71. doi: 10.13204/j.gyjz200610019
[13]	Su Guozhu, Wang Yonghuan, Xu Haixiang, Xu Qing. STRUCTURAL OPTIMUM DESIGN OF ALLOTYPE HIGH TOWER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 57-59,68. doi: 10.13204/j.gyjz200502016
[14]	Yang Dongsheng, Lan Zongjian. STUDY ON WIND-INDUCED RESPONSE OF MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 30-32. doi: 10.13204/j.gyjz200501009
[15]	Wang Yuanqing, Ren Zhihong, Shi Yongjiu, Wu Lili. WIND VIBRATION ANALYSIS OF FISH-BELLIED FLEXIBLE SUPPORTING SYSTEM FOR POINT-SUPPORTED GLASS BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 23-26. doi: 10.13204/j.gyjz200502006
[16]	Zhang Zengdang, Chen Shuifu. WIND-INDUCED VIBRATION RESPONSE ANALYSIS AND STRUCTURAL SCHEME APPRAISAL FOR A THREE-PIPE RC CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 37-39. doi: 10.13204/j.gyjz200405012