CALCULATION ON BEARING CAPACITY OF 7075 HIGH-STRENGTH ALUMINUM ALLOY TUBULAR CONFINED CONCRETE COLUMN UNDER AXIAL COMPRESSION

LI Xiangyu; XING Guohua; ZHANG Pengyao; ZHANG Guangtai

doi:10.13204/j.gyjzG19120618

Volume 50 Issue 11

Mar. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(11): 162-167

LI Xiangyu, XING Guohua, ZHANG Pengyao, ZHANG Guangtai. CALCULATION ON BEARING CAPACITY OF 7075 HIGH-STRENGTH ALUMINUM ALLOY TUBULAR CONFINED CONCRETE COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 162-167. doi: 10.13204/j.gyjzG19120618

Citation:

LI Xiangyu, XING Guohua, ZHANG Pengyao, ZHANG Guangtai. CALCULATION ON BEARING CAPACITY OF 7075 HIGH-STRENGTH ALUMINUM ALLOY TUBULAR CONFINED CONCRETE COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 162-167. doi: 10.13204/j.gyjzG19120618

Citation:

LI Xiangyu, XING Guohua, ZHANG Pengyao, ZHANG Guangtai. CALCULATION ON BEARING CAPACITY OF 7075 HIGH-STRENGTH ALUMINUM ALLOY TUBULAR CONFINED CONCRETE COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 162-167. doi: 10.13204/j.gyjzG19120618

PDF( 1469 KB)

CALCULATION ON BEARING CAPACITY OF 7075 HIGH-STRENGTH ALUMINUM ALLOY TUBULAR CONFINED CONCRETE COLUMN UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjzG19120618

1. School of Civil Engineering, Xinjiang University, Urumqi 830046, China;
2. School of Civil Engineering, Chang'an University, Xi'an 710061, China

Received Date: 2019-12-06
Available Online: 2021-03-31

Abstract

Abstract

High-strength aluminum alloy has great application prospects in large-scale infrastructure projects due to its corrosion resistance, high strength and good ductility. In this paper, based on the comparative analysis of the commonly used calculation theory of bearing capacity of confined concrete columns under axial compression, the calculation method of bearing capacity of aluminum alloy tubular confined concrete columns was proposed. Then,the finite element model of 7075 high-strength aluminum alloy tubular confined concrete column under axial compression was established by ABAQUS. The finite element simulation results were compared with the calculation results based on the existing experimental results of aluminum alloy tubular confined concrete column. The results showed that the Eurocode 4 did not take the restraint factor of steel pipe on concrete into account, which led to the calculated result biased towards a safe value. The "unified theory" rectangular steel tube calculation formula did not suitable for aluminum alloy confined concrete rectangular column. According to Code for Design of Steel-Concrete composite Structure (DL/T 5085-1999) and Technical specifications for Early-Strength Model Composite Structure Used for Nary Port Emergency Repair in Wartime (GJB 4142-2000), however, the obtained bearing capacity of aluminum alloy tubular confined concrete column was only about 4 percent higher than the finite element simulation value which indicated the finite element simulation results were consistent with the test results. Finally, based on DL/T code and GJB code while treating the constraint effect coefficient as the parameter, the calculation method of axial compressive capacity of concrete column restrained by aluminum alloy tube was proposed.
- 7075 high-strength aluminum alloy,
- confined concrete column,
- bearing capacity,
- finite element analysis

FullText(HTML)

References(21)

References

韩林海.钢管混凝土结构:理论与实践[M].2版.北京:科学出版社, 2007:106-110.

AISC. Load and Resistance Factor Design Specification for Structural Steel Buildings[S]. Chicago:American Institute of Steel Construction, Inc., 1994.

AIJ. Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures[S]. Tokyo:Architectural Institute of Japan, 1997.

Eurocode 4. Design of Steel and Concrete Structures, Part1.1, General Rules and Rules doe Building.DD ENV 1994-1-1:1996[S]. London:British London Standards Institution, W1A2BS.2004.

中华人民共和国国家经济贸易委员会.钢-混凝土组合结构设计规程:DL/T 5085-1999[S].北京:中国电力出版社, 1999.

解放军总后勤部.战时军港抢修早强型组合结构技术规程:GJB 4142-2000[S].北京:总装备部军标出版社, 2001.

钟善桐.钢管混凝土结构[M].3版.北京:清华大学出版社, 2003.

钟善桐.钢管混凝土统一理论:研究与应用[M]. 北京:清华大学出版社, 2006.

蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社, 2003.

石永久,程明,王元清.铝合金在建筑结构中的应用与研究[J].建筑科学, 2005, 21(6):7-11.

沈祖炎,郭小农,李元齐.铝合金结构研究现状简述[J].建筑结构学报, 2007, 28(6):100-109.

马欣伯,张素梅.欧洲Eurocode 4(94)关于圆钢管混凝土构件承载力设计方法介绍[J].工业建筑, 2004,34(2):65-68

,90.

查晓雄,余敏,黎玉婷,等.实空心钢管混凝土轴压承载力的统一理论和公式[J].建筑钢结构进展, 2011, 13(1):1-7.

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.

韩林海.钢管混凝土结构[M]. 北京:科学出版社, 2000.

韩林海,杨有福.矩形钢管混凝土轴心受压构件强度承载力的试验研究[J].土木工程学报, 2001, 34(4):22-31.

韩林海,陶忠.方钢管混凝土轴压力学性能的理论分析与试验研究[J].土木工程学报, 2001, 34(2):17-25.

HOGNESTAD E. Concrete Stress Distribution in Ultimate Strength Design[J]. ACI Structural Journal, 1955(4):455-479.

STEINHARD O.Aluminum Constructions in Civil Engineering[J].Aluminum, 1971,47:131-139.

宫永丽.常用金属管混凝土柱力学性能的试验和理论研究[D].哈尔滨:哈尔滨工业大学, 2011.

查晓雄,宫永丽.新型金属管混凝土柱力学性能研究I-轴压短柱强度承载力的研究[J].建筑钢结构进展, 2012, 14(3):12-35.

Relative Articles

[1]	HOU Chongchi, WANG Kaixuan, ZHENG Wenzhong, LIU Yuchen, ZHANG Lijia, LI Hongbin. Seismic Performance and Cumulative Damage Analysis of Concrete Columns Confined by High-Strength Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 133-142. doi: 10.13204/j.gyjzG22111310
[2]	QIU Junjun, GUO Yaojie, SUN Yun, ZENG Dewei, ZHU Kai. Bearing Capacity Mechanism Analysis of Flange Joints Connected by Corrugated Welding Lines[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 74-78. doi: 10.13204/j.gyjzG21011506
[3]	ZHANG Yufen, ZHANG Yan, JIA Hongxin. Analysis and Calculations for Bearing Capacity of New Composite CFST Pier Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 128-135,155. doi: 10.13204/j.gyjzG21020601
[4]	MEN Jinjie, WANG Hongxiao, LAN Tao, LI Ran, LIAO Fanzhi. BEARING CAPACITY ANALYSIS AND CALCULATIONS OF DOUBLE-LAYER SHOULDER BEAMS WITH MULTI-LIMB MIDDLE COLUMNS OF CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 47-55,74. doi: 10.13204/j.gyjzG20082310
[5]	He Xuejun, Yu Xiaoguang, Zhou Chaoyang, Liu Shu, Wu Xukang. FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF RC FRAME JOINTS INDIRECTLY STRENGTHENED WITH TIED AND LOCK-ANCHORED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 157-161. doi: 10.13204/j.gyjz201505033
[6]	Yang Yiting, Gong Chao, Hou Zhaoxin, Li Chengjiang. FINITE ELEMENT ANALYSIS OF MECHANICAL BEHAVIOR OF NEW TYPE HIGH STRENGTH STEEL-CONCRETE FLAT BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 39-42. doi: 10.13204/j.gyjz201403010
[7]	Wang Qingli, Wu Jun, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 18-23. doi: 10.13204/j.gyjz201303004
[8]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006
[9]	Liu Xiang, Wu Yongbo. EXPERIMENT AND SIMULATION ANALYSIS OF BEARING CAPACITY OF CONCRETE－FILLED RECTANGULAR STEEL TUBE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 91-94,104. doi: 10.13204/j.gyjz201007023
[10]	Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024
[11]	Qi Yue, Zheng Wenzhong. BEARING CAPACITY ANALYSIS OF THE CONCRETE COLUMNS WITH HIGH STRENGTH CORE UNDER AXIAL COMPRESSION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 75-78. doi: 10.13204/j.gyjz201004017
[12]	Jiang Chaowen, Zhang Jiwen. NON-LINEAR ANALYSIS OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 40-44. doi: 10.13204/j.gyjz200911010
[13]	Wang Qian, Diao Bo, Li Shuchun, Luo Youxin, Zhang Shaoxing. EXPERIMENT AND BEARING CAPACITY ANALYSIS OF R.C.L SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 53-58. doi: 10.13204/j.gyjz200809017
[14]	Guo Hongxiang, Zhao Junhai, Wei Xueying. ANALYSIS OF BEARING CAPACITY OF CONCRETE-FILLED SQUARE STEEL TUBE COLUMN UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 9-11,4. doi: 10.13204/j.gyjz200803003
[15]	Yao Guohuang, Han Linhai. PRIMARY RESEARCH ON CALCULATIONS FOR BEARING CAPACITY OF CONCRETE FILLED HIGH STRENGTH STEEL TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 96-99,88. doi: 10.13204/j.gyjz200702024
[16]	Wang Wei-hua, Tao Zhong. TEMPERATURE FIELD CALCULATION OF PLANAR CONCRETE-FILLED STEEL TUBULAR FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 39-42,136. doi: 10.13204/j.gyjz200712009
[17]	Cheng Rong, Wang Zhihao. THE LOADING CAPACITY AND PRODUCING METHOD ANALYSIS OF COMPOSITE REINFORCED SCFT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 84-86.
[18]	Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023
[19]	Zhao Gen-tian, Hang Mei-yan, Li Yong-he. BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 36-39. doi: 10.13204/j.gyjz200604011
[20]	Zhao Dazhou, Wang Qingxiang, Guan Ping. RESEARCH ON LOAD-BEARING CAPACITY OF STEEL TUBULAR COLUMNS FILLED WITH STEEL-REINFORCED HIGH-STRENGTHCONCRETE SUBJECTED TO COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 84-85,93. doi: 10.13204/j.gyjz200509023

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	张松，郭毅，熊伟. 7A04-T6方形铝合金管混凝土柱偏压性能研究. 城市道桥与防洪. 2025(02): 273-278+282 .
2.	赵迪，张纪刚，时成龙，张宜聪. 钢管约束混凝土组合结构研究现状. 建筑结构. 2023(03): 41-51 .
3.	李志强，焦燏烽，刘小蔚. 7系高强铝合金力学性能研究现状及发展趋势. 建筑结构. 2023(S2): 1215-1221 .
4.	邢国华，王晓盼，李翔宇，张广泰. 铝合金材料在建筑结构中的应用研究进展. 结构工程师. 2021(05): 214-221 .

Other cited types(9)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (139) PDF downloads(0)