RESEARCH ON PROTECTIVE DESIGN OF NUCLEAR ISLAND BUILDING UNDER IMPACT LOAD

JIA Jianying; DAI Weiying; LAN Xiaoming; FU Yu

doi:10.13204/j.gyjzG21102014

Volume 51 Issue 12

May 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(12): 13-18

JIA Jianying, DAI Weiying, LAN Xiaoming, FU Yu. RESEARCH ON PROTECTIVE DESIGN OF NUCLEAR ISLAND BUILDING UNDER IMPACT LOAD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 13-18. doi: 10.13204/j.gyjzG21102014

Citation:

JIA Jianying, DAI Weiying, LAN Xiaoming, FU Yu. RESEARCH ON PROTECTIVE DESIGN OF NUCLEAR ISLAND BUILDING UNDER IMPACT LOAD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 13-18. doi: 10.13204/j.gyjzG21102014

Citation:

PDF( 2034 KB)

RESEARCH ON PROTECTIVE DESIGN OF NUCLEAR ISLAND BUILDING UNDER IMPACT LOAD

doi: 10.13204/j.gyjzG21102014

China Nuclear Power Engineering Company Ltd., Shenzhen 518000, China

Received Date: 2021-10-20
Available Online: 2022-05-27

Abstract

Abstract

Based on the engineering practice of nuclear island building structural design, the paper studied the failure modes of concrete barrier as well as the structural design method under impact load. Various failure modes for reinforced concrete were introduced under the impact load. In addition, the empirical formulation and typical calculation example recommended by the civil engineering design codes for nuclear power plants at home and abroad were presented to evaluate the local effect for the concrete. Aiming at the analysis of the overall effect of reinforced concrete walls and slabs under impact load, the paper introduced the concentrated mass model for single degree freedom system commonly used in engineering practice, which is simple and mature. For the concrete barrier structure with large load and complex support relation, the elasto-plastic time-history analysis could be used to study the bearing capacity and failure mode of the concrete barrier structure more accurately. Finally, the process and method of numerical simulation analysis were introduced with the example of drop analysis for the head assembly of the pressure vessel in the reactor building.
- nuclear island building,
- concrete structures,
- impact load,
- overall effect,
- local effect

FullText(HTML)

References(7)

References

[1]	国家能源局.核电厂厂房设计荷载规范:NB/T 20105-2019[S].北京:中国原子能出版社, 2019.
[2]	国家能源局.压水堆核电厂核安全相关混凝土结构设计规范:NB/T 20012-2019[S].北京:中国原子能出版社, 2019.
[3]	国家核安全局.核动力厂设计安全规定:HAF 102-2016[S].
[4]	ACI Committee.Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary:ACI 349-13[S].ACI Committee 349, 2014.
[5]	BNFL.Reinforced Concrete Slab Local Damage Assessment.R3 Impact Assessment Procedure, Appendix H, Vol.3[R].Magnox Electric PLC & Nuclear Electric Limited, 2003.
[6]	AFCEN.Rules for Design and Construction of PWR Nuclear Civil Works:RCC-CW[S].2018.
[7]	IAEA.Safety Aspects of Nuclear Power Plants in Human Induced External Events:Assessment of Structures:Safety Reports Series No.87[R].2018.

Relative Articles

[1]	FAN Lijun. Identification of Crack in Concrete Structures Based on MobileNetV2 of Lightweight Convolutional Network[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 231-236. doi: 10.13204/j.gyjzG23021618
[2]	LUO Daming, NIU Ditao. Durability Evaluation of Concrete Structure Based on Reinforcement Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 1-8,70. doi: 10.13204/j.gyjzG22082202
[3]	YANG Jianhua, MA Ying, CAI Lijian, SHEN Liang. RESEARCH ON THE SEISMIC RESPONSE ANALYSIS OF NUCLEAR ISLAND BUILDINGS WITH PILE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 31-36. doi: 10.13204/j.gyjzG21102017
[4]	SUN Yunlun, LI Xiaohong, BAO Zitong, MU Shaoxiong, DU Guodong, LUO Sheng, MA Pengju. RESEARCH ON SEISMIC DESIGN OF NUCLEAR ISLAND BUILDINGS OF HTR-PM[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 24-30,6. doi: 10.13204/j.gyjzG21102012
[5]	Shen Wangxia, Li Zhongcheng. ANALYSIS OF SEISMIC FLOOR RESPONSE SPECTRA OF ELASTOPLASTIC RC STRUCTURES OF EXISTING NUCLEAR POWER STATIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 61-64. doi: 10.13204/j.gyjz201405015
[6]	Wang Xueyan, Hu Changming, Mei Yuan, Liu Caihong. SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 150-153,169. doi: 10.13204/j.gyjz201308031
[7]	Dai Huijuan, Bai Guoliang, Sun Peng, Zhu Jianing. THE STUDY ON TEMPERATURE RESPONSE FOR CONCRETE MAIN WORKSHOP IN LARGE-SCALE HEAT-ENGINE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 32-37. doi: 10.13204/j.gyjz201301009
[8]	Wei Wenhui, Gu Shangling, Chen Jun, Chen Kai. EXPERIMENTAL STUDY ON THE BEHAVIOR OF THE CONNECTION JOINT BETWEEN THE STEEL ROOF AND THE CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 133-137,87. doi: 10.13204/j.gyjz201203028
[9]	Tang Hongyuan, Wang Zeyun, Jia Yigang. ASSESSMENT AND STRENGTHEN FOR A CHEMICAL FIBRE FACTORY BUILDING SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 152-155,170. doi: 10.13204/j.gyjz201207026
[10]	Wang Qiang, Yin Runjie, Liu Ming, Tong Xianhao, Zhang Qianguo, Zhang Yibin. DESIGN AND STRUCTURAL ANALYSIS OF AN OVERLENGTH BASEMENT CONCRETE STRUCTURE WITHOUT EXPANSION JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 65-70. doi: 10.13204/j.gyjz201010015
[11]	Peng Fuming, Zhang Xinshan, Zhang Ning, Cai Peng. FINITE ELEMENT ANALYSIS OF THE CONNECTION BETWEEN ADDED STEEL GIRDERS AND EXISTING CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 115-117. doi: 10.13204/j.gyjz200907031
[12]	Shu Hongbo, Zheng Jianjun, Zhang Shaohua. QUALIFICATION AND REINFORCEMENT OF CONCRETE STRUCTURES AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 25-27. doi: 10.13204/j.gyjz200908007
[13]	Zhang Jianrong, Liu Zhaoqiu, Hua Yijie. RESEARCH ON TEMPERATURE EFFECT COMBINATION IN THE DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 42-46,11. doi: 10.13204/j.gyjz200701012
[14]	Li Shengyong, Zhang Zhe, Gong Jinxin. A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 77-81. doi: 10.13204/j.gyjz200708020
[15]	Meng Shao-ping, Han Chong-qing, Wu Jing. RESEARCH ON BASIC PROBLEMS AND ENGINEERING PRACTICES ABOUT DESIGN OF CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 1-4,8. doi: 10.13204/j.gyjz200605001
[16]	Liu Zheng, Sun Jun, Wang Hai-ying. STRUCTURAL DESIGN AND SAFETY OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 46-49,32. doi: 10.13204/j.gyjz200605014
[17]	Gao Peiguo, Lu Yiyan Wu, Qixiang. TESTING AND STRENGTHENING FOR THE MAIN FACTORY BUILDING OF A POWER PLANT AFTER A FIRE HAZARD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 99-101. doi: 10.13204/j.gyjz200603026
[18]	Zhang Yi, Jin Weiliang. SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 93-96. doi: 10.13204/j.gyjz200508023
[19]	Xu Xiaobin. REINFORCEMENT REPLACEMENT IN CONSTRUCTION OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 70-71,75. doi: 10.13204/j.gyjz200509019
[20]	Zhou Xingang, Chu Mingjin, Wu Jianglong, Li Qiang, Sui Zhijun, Gao Zhongqin. DURABILITY OF CONCRETE STRUCTURES EXPOSED TO UNFAVORABLE ATMOSPHERE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 66-68,65. doi: 10.13204/j.gyjz200404019