SIMULATION ANALYSIS OF BLAST-RESISTANT PERFORMANCE OF PREFABRICATED PRESTRESSED CHANNEL SLAB UNDER LOAD OF CIVIL AIR DEFENSE

PAN; Liang; PAN; Yang; CAO; Jiahao

doi:10.13204/j.gyjz202001016

Volume 50 Issue 1

Jan. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(1): 91-98

Bai Feng. DISCUSSION ON ASEISMIC CONCEPTUAL DISIGN OF MIDDLE AND PRIMARY SCHOOLS' BUILDINGS IN CHINA FOR PREVETING COLLAPSE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 42-46. doi: 10.13204/j.gyjz200901008

Citation:

PAN, Liang, PAN, Yang, CAO, Jiahao. SIMULATION ANALYSIS OF BLAST-RESISTANT PERFORMANCE OF PREFABRICATED PRESTRESSED CHANNEL SLAB UNDER LOAD OF CIVIL AIR DEFENSE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 91-98. doi: 10.13204/j.gyjz202001016

Citation:

PDF( 1268 KB)

SIMULATION ANALYSIS OF BLAST-RESISTANT PERFORMANCE OF PREFABRICATED PRESTRESSED CHANNEL SLAB UNDER LOAD OF CIVIL AIR DEFENSE

doi: 10.13204/j.gyjz202001016

PAN¹,
Liang²,
PAN⁴,
Yang^3,4,
CAO⁵,
Jiahao¹

1. Capital Construction Planning Office of Northwest Agriculture and Forestry University, Yangling 712100, China;
2. Jinan Civil Air Defense Architectural Design and Research Institute Co., Ltd., Ji'nan 250000, China;
3. School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China;
4. Institute of Architectural Design & Research, Xi'an University of Architecture & Technology, Xi'an 710055, China;
5. Yangling Demonstration Area Agricultural Science Environmental Protection Engineering Co., Ltd., Yangling 712100, China

Received Date: 2019-03-21

Abstract

Abstract

By using finite element to simulate the medhanical propersies of the prefabricated prestressed channel slab structure system under explosion load, the simulation results of scaled model were compared with the test results, through comparing the mechanical properties and failure mode, the model accoded with experiment was established, and based on the full scale model, the dynamic performance and deformation performance prefabricated prestressed channel slab structure in the civil air defense under explosion load were simulation and analyzed. The results showed that the dynamic constitutive model of high strain rate could well simulate the mechanical properties and failure mode of the structure under explosion load. Under the action of nuclear level 6, nuclear level 5, nuclear level 4B and nuclear level 4, the concrete damage under compression and tension was less than 0.5. The prefabricated prestressed channed plate hds good blast-resistant performance under explosion load, and the overall ductility ratio of the structure was more flon 7.5.
- prefabricated prestressed channel slab,
- load of civil air defense,
- finite element,
- ductility

FullText(HTML)

References(12)

References

FONG, STEVEN K L. Dynamic Behavior of Pretensioned Hawaiian Aggregate Concrete Beams[J]. Honolulu:Hawaii Univ, 1976,6(6):30-36.

BURNSNED H, RIPPERGER E A. Dynamic Behavior and Resistance of Prestressed Split Beams[J]. Texas Univ Austin Dept of Civil Engineering, 1997:42-47.

王新武,李砚召.带覆土预应力混凝土梁抗冲击试验[J].华中科技大学学报(自然科学版),2008,36(9):113-116.

李砚召,王肖钧,吴祥云,等.分配层分层结构对核爆炸荷载的防护效果试验研究[J].中国科学技术大学学报, 2009, 39(9):931-935.

宗周红,唐彪,高超,等.钢筋混凝土墩柱抗爆性能试验[J].中国公路学报, 2017, 30(9):51-60.

中华人民共和国建设部.人民防空地下室设计规范:GB 50038-2005[S].北京:中国建筑工业出版社,2005.

中华人民共和国住房和城乡建设部.全国民用建筑工程设计技术措施——防空地下室:2009JSCS-6[S].北京:中国计划出版社,2009.

熊学玉,黄鼎业.预应力工程设计施工手册[M].北京:中国建筑工业出版社, 2003.

中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社, 2011.

总参工程兵科研三所.平面装药爆炸模拟核爆炸空气冲击波试验规程:GJBz 20129-93[S].北京:总装备部军标出版社,2008.

LEE J, FENVES G L. Plastic-Damage Model for Cyclic Loading of Concrete Structures[J].Journal of Engineering Mechanics,1998, 124(8):892-900.

李伟琛,韩小雷,崔济东.基于试验的ABAQUS混凝土塑性损伤参数取值方法[J].结构工程师,2016, 32(2):64-69.

Relative Articles

[1]	XUE Weichen, ZHANG Baozheng, CHEN Shengyang, JIANG Jiafei, GUO Dapeng. State of the Art on Mechanical Properties of Precast Prestressed Concrete Structures (for Buildings and Utility Tunnels)[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801
[2]	ZHOU Ziqian, GAO Wen, HE Qiushi, LIN Borong, HAN Yuqiao. Artificial Intelligence Exploration in Architectural Design-From Generative Design to Intelligent Decision-Making[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 159-172,47. doi: 10.13204/j.gyjzG21090801
[3]	PENG Lingyun, LIU Wen, SUN Rui. The Dynamic Model of Distribution Parameters for a Frame Structure by Base Isolation and the Regularity of Earthquake Responses[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 52-58,168. doi: 10.13204/j.gyjzG21031704
[4]	YU Wen-zheng, SUN Bo-feng, YING Wei, DONG Ting-shun. Research on Seismic Isolation and Seismic Reduction of High-Rise Buildings Bases in High Intensity Area[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 94-100,107. doi: 10.13204/j.gyjzg21052302
[5]	CHENG Bei, GENG Pan, LEI Yuande. PERFORMANCE RESEARCH ON LATERAL STIFFNESS OF THE BASE-ISOLATION SHEAR WALL STRUCTURE CONSIDERING VERTICAL DEFORMATION OF ISOLATION BEARING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 24-29. doi: 10.13204/j.gyjz202004005
[6]	Li Jie, Du Rong. BUILDING DESIGN OF BOZHOU GRAND THEATRE AND RADIO ＆ TELEVISION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 177-180. doi: 10.13204/j.gyjz201504034
[7]	He Zhijian, Wang Sheliang. THE INFLUENCE OF ISOLATION LAYER STIFFNESS ON THE SEISMIC RESPONSE OF THE FRICTIONAL SLIDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 59-63,48. doi: 10.13204/j.gyjz201311014
[8]	Du Yongfeng, Wu Zhongtie, Fan Pingping. ANALYSIS OF STRESS AND DEFORMATION OF LAMINATED RUBBER BEARING CONNECTED WITH THE RC COLUMNS UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 39-42,132. doi: 10.13204/j.gyjz201203007
[9]	Li Minhao, Lu Keren. STRUCTURE APPLICATION IN ARCHITECTURAL DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 49-52,66. doi: 10.13204/j.gyjz201109010
[10]	Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
[11]	Tan Jing, Qiu Linbo, Zhang Yumin, Su Youpo, Su Jingyu. THE PROPERTY EXPERIMENTAL STUDY OF THE LATERAL AND VERTICAL COMPOUND SEISMIC ISOLATION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 64-67. doi: 10.13204/j.gyjz200803018
[12]	Sun Lianhong, Ma Zhibin, Hao Shengqi. THE LINKS DRAWN ATTENTION DURING DESIGN OF THE FOUNDATION FOR A MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 4-6. doi: 10.13204/j.gyjz200809002
[13]	Wu Bilong, Li Ying. CONSIDERATION ON DESIGN OF ENERGY CONSERVATION IN BUILDING BASED ON EXPERIENCE FROM GERMANY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 104-105.
[14]	Yang Lin, Zhou Xiyuan, Su Youpo, Chang Yongping. SEISMIC RESPONSE ANALYSIS OF ISOLATED PROTECTION DEVICE WITH VARIABLE- STIFFNESS FOR BASE- ISOLATED BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 24-29.
[15]	Luo Zhihua, Li Xi. APPLICATION ANALYSIS OF CYBERNATED DRAFT TECHNOLOGY IN ARCHITECTURE DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 32-34. doi: 10.13204/j.gyjz200509009
[16]	Liu Dehua, Dong Xiaolong. DEVELOPMENT TREND OF DESIGN OF THE BUILDING FOR A CIGARETTE FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 8-10. doi: 10.13204/j.gyjz200503004
[17]	Xian Qiaoling, Yi Weijian, Ding Hongtao. THE INFLUENCE FACTORS ON THE STRENGTH AND DUCTILITY OF THE REINFORCED CONCRETE COLUMNS EXTERNALLY BONDED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 101-104. doi: 10.13204/j.gyjz200505027
[18]	Bao Hua, Xu Lihua, Xu Shuping, Zhou You. INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
[19]	Di Peng, Fang Zhiyong. DISCUSSION ON BUILDING DESIGN FOR HUGE AND MEDIUM COMPUTER ROOMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 94-96. doi: 10.13204/j.gyjz200410028
[20]	Chen Huaming, Liu Weiqing, Sun Xuemei. SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 94-96. doi: 10.13204/j.gyjz200411026