Technical Status and Prospect of Aluminum Structures

Qilin Zhang; Yuanwen Ouyang

doi:10.13206/j.gjgS24101425

Volume 39 Issue 11

Nov. 2024

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Qilin Zhang, Yuanwen Ouyang. Technical Status and Prospect of Aluminum Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(11): 28-39. doi: 10.13206/j.gjgS24101425

Citation:

Qilin Zhang, Yuanwen Ouyang. Technical Status and Prospect of Aluminum Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(11): 28-39. doi: 10.13206/j.gjgS24101425

Qilin Zhang, Yuanwen Ouyang. Technical Status and Prospect of Aluminum Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(11): 28-39. doi: 10.13206/j.gjgS24101425

Citation:

Qilin Zhang, Yuanwen Ouyang. Technical Status and Prospect of Aluminum Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(11): 28-39. doi: 10.13206/j.gjgS24101425

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Technical Status and Prospect of Aluminum Structures

doi: 10.13206/j.gjgS24101425

Qilin Zhang^1,3,
Yuanwen Ouyang^2,3

1. Tongji University, Shanghai 200092, China;
2. Shanghai Tongzheng Architectural Technology Group Co., Ltd., Shanghai 201106, China;
3. Shanghai Jianke Aluminium Structure & Engineering Research Institute, Shanghai 201199, China

Received Date: 2024-10-14
Available Online: 2025-01-18

Abstract

Abstract

The mechanical properties of aluminum material and its comparison with steel are introduced. The application history of aluminum alloy structure is reviewed. In the 1940s, the developed countries such as the United State, Britain and Germany began to build aluminum bridges.Since the 1950s, Britain, the United State, and the Soviet Union began using aluminum material in various civilian buildings, such as hangars, botanical gardens, warehouses, and museums, mostly in the form of plate joint and spherical dome.During the period of 1996 to 2010 after the reform and opening-up in China, nearly 20 aluminum structures were established, of which about half adopted the imported structural system with plate joint and spherical dome shapes, while the other half used independently developed aluminum bolt-ball lattice trusses. In the past ten years since 2010, aluminum structures have obtained rapid development in China, with more than 30 aluminum grid structures built so far. The plate joint type has become the main form of aluminum grid structures.However, various new plate joints with higher shear resistance and bending stiffness have been studied and applied in real projects.The dome shape of aluminum grid structures has also been expanded to free-form shapes, flat roof, shallow shell with large opening, and suspended shapes. The production equipment and manufacturing process of H-section with height larger than 500 mm and "日" type sections were successfully developed and applied in real engineering projects. The national standard "Technical Standard for Aluminum Structures" has been completed, which was compiled based on the revising and merging on the original national standards "Design Code for Aluminum Structures" and "Construction Quality Acceptance Code for Aluminum Structures". China in the field of aluminum structures from the introduction, imitation, to independent innovation, has developed into a major and powerful country for research and application.

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References(56)

References

[1]	柳晓晨,王元清,石永久,等.铝合金网格结构的连接节点形式及其工程应用[C]//第十四届全国现代结构工程学术研讨会论文集.天津:2014:61-67.
[2]	邹磊.重庆空港体育馆铝合金穹顶结构分析[D].重庆:重庆大学,2009.
[3]	房庆强,赵金城.上海科技城单层铝合金椭球体网壳设计[J].建筑结构,2001,31(6):34-36.
[4]	赵金城,许洪明.上海科技馆单层网壳结构节点受力分析[J].工业建筑,2001,31(10):7-9.
[5]	周晓峰,张良兰,胡佳轶,等.辰山植物园温室铝合金结构设计[J].工业建筑,2012,41(11):30-35.
[6]	谭金涛,尹昌洪,曹璐,等.重庆国际博览中心铝合金屋面设计[J].钢结构,2013(3):32-35.
[7]	王立维,杨文,冯远,等.中国现代五项赛事中心游泳击剑馆屋盖铝合金单层网壳结构设计[J].建筑结构,2010(9):73-76.
[8]	郝成新,钱基宏,宋涛,等.铝合金结构的研究与应用[C]//第九届空间结构学术会议论文集.萧山:2000.
[9]	钱基宏,邓曙光,洪涌,等.某零磁实验室全铝网架结构试验研究及设计与施工[C]//第九届空间结构学术会议论文集.萧山:2000.
[10]	孟祥武,高维元,管建国,等.铝合金螺栓球节点网架的试验研究及应用[C]//第十届空间结构学术会议论文集.北京:2002.
[11]	杨联萍,邱枕戈.铝合金结构在上海地区的应用[J].建筑钢结构进展,2008,10(1):53-57.
[12]	罗翠,王元清,石永久,等.铸铝节点在铝合金空间结构中的应用研究[C]//中国钢结构协会稳定与疲劳分会2008年学术交流会论文集.沈阳:2008.
[13]	上海市建设和管理委员会.铝合金格构结构技术规程:DGJ 08-95—2020[S].上海:同济大学出版社,2020.
[14]	张铮,张其林.H形截面铝合金压弯构件平面内稳定承载力的试验及理论研究[J].建筑结构学报,2006,27(5):9-15.
[15]	张铮,张其林.H型铝合金压弯构件平面外稳定承载力试验及理论研究[J].建筑结构,2010,40(6):110-113.
[16]	吴亚舸,张其林.铝合金梁弯扭稳定系数的试验研究及数值分析[J].建筑结构学报,2006,27(5):1-8.
[17]	吴亚舸,张其林.考虑相关屈曲的轴压铝合金板件有效截面计算[J].建筑结构,2006,36(2):55-59.
[18]	董震,张其林.铝合金工字形截面的抗剪承载力研究[J].土木工程学报,2007,40(3):18-23.
[19]	李静斌,张其林,丁洁民.铝合金栓接节点承载性能研究[J].建筑钢结构进展,2008(1):15-21.
[20]	李静斌,张其林,丁洁民.铝合金焊接节点力学性能的试验研究[J].土木工程学报,2007(2):31-38.
[21]	吴芸,张其林.纵向焊接铝合金柱设计方法研究[J].土木工程学报,2007(4):27-32.
[22]	石景,张其林,董震.铝合金屋面板承载力的数值模拟及试验研究[J].建筑结构,2006,36(增刊):98-100.
[23]	张其林,季俊.铝合金构件有效截面特性计算软件的研制[J].计算机工程与设计,2009,30(7):1760-1763.
[24]	张其林,季俊,杨联萍,等.《铝合金结构设计规范》的若干重要概念和研究依据[J].建筑结构学报,2009,30(5):1-12.
[25]	中华人民共和国建设部.铝合金结构设计规范:GB 50429—2007[S].北京:中国计划出版社,2008.
[26]	中华人民共和国住房和城乡建设部.铝合金结构工程施工质量验收规范:GB 50576—2010[S].北京:中国计划出版社,2010.
[27]	Zhu P, Zhang Q, Xu H, et al. Experimental and numerical investigation on plasticity and fracture behaviors of aluminum alloy 6061-T6 extrusions[J/OL]. Archives of Civil and Mechanical Engineering, 2021, 21(3)[2021-05-22].http://doi.org/10.1007/s43452-021-00225-3.
[28]	Zhu P, Zhang Q, Luo X, et al. Experimental and numerical studies on ductile-fracture-controlled ultimate resistance of bars in aluminum alloy gusset joints under monotonic tensile loading[J]. Engineering Structures, 2020, 204,109834.
[29]	Zhu P H, Luo X Q, Zhang Q L.Experimental and analytical studies on aluminum alloy gusset joints subjected to axial tensile forces[C]//Proceedings of IASS Annual Symposia. Boston:2018:1-10.
[30]	袁霖,张其林.球头加劲铝合金轴压构件的局部稳定设计方法分析[J].建筑结构学报,2021,42(4):185-193.
[31]	Yuan L,Zhang Q, Luo X, et al. Shear resistance of aluminum alloy extruded H-Section beams[J].Thin-Walled Structures,2021,159,107219.
[32]	Yuan L, Zhang Q.Buckling behavior and design of concentrically loaded T-section aluminum alloy columns[J].Engineering Structures,2022,260,114221.
[33]	Yuan L, Zhang Q, Ouyang Y.Experimental investigation and design method of the flexural buckling resistance of high-strength aluminum alloy H-columns[J].Structures,2022(35):1339-1349.
[34]	Yuan L, Zhang Q, Ouyang Y. Local buckling strength of high-strength aluminum alloy Hsections under combined compression and major-axis bending[C]//Proceedings of the IASS 2022 Symposium Affiliated with APCS 2022 Conference.Beijing:2022:868-877.
[35]	Yuan L, Zhang Q, Design of aluminum alloy channel sections bent about the minor axis[J].Structures,2023(56),104889.
[36]	钟昌均, 冯若强, 李虎阳. 6A13-T6高强铝合金方形截面柱轴压力学性能研究[J]. 建筑结构学报, 2023(10),14006.
[37]	Zhong C, Feng R, Huang S J. Engineering application study of high-performance aluminum alloy 6A13-T6[J]. Structures, 2024, 63,106343.
[38]	Zhong C, Feng R, Huang Y, et al. 6A13-T6 high-strength aluminium alloy columns under axial compression: experiments, finite element analysis and design recommendations[J]. Structures, 2023, 55: 71-84.
[39]	Zhong C, Chen G, Feng R, et al. 6A13-T6 high-strength aluminium alloy beams: test, finite element analysis and design recommendations[J]. Advances in Structural Engineering, 2023, 26(8):1438-1452.
[40]	郭小农, 陈晨, 朱劭骏, 等. 铝合金板式节点网壳非破坏性火灾响应试验研究[J]. 建筑结构学报, 2021, 42(6):72-84.
[41]	Guo X, Zhu S, Jiang S, et al. Fire tests on single-layer aluminum alloy reticulated shells with gueest joints[J]. Structures, 2020, 28: 1137-1152.
[42]	Guo X, Zhu S, Liu X, et al. Study on out-of-plane flexural behavior of aluminum alloy gusset joints at elevated temperatures[J]. Thin-Walled Structures, 2018, 123:452-446.
[43]	刘红波,陈志华.铝合金空间网格结构[M].北京:中国建筑工业出版社,2021.
[44]	天津市住房和城乡建设委员会.天津市铝合金空间网格结构技术规程:DB/T 29-261—2019[S].天津:天津大学出版社,2019.
[45]	上海市住房和城乡建设管理委员会.大空间建筑铝合金结构防火技术标准:DB/TJ 08-2420—2023[S].上海:同济大学出版社,2023.
[46]	中国工程建设标准化协会.建筑铝合金结构防火技术规程:T/CECS 756—2020[S].北京:中国计划出版社,2020.
[47]	王誉瑾,范峰,钱宏亮,等.6082-T6高强铝合金材料本构模型试验研究[J].建筑结构学报,2013,34(6):113-120.
[48]	翟希梅,吴海,王誉瑾,等.铝合金轴心受压构件的稳定性研究与数值模拟[J].哈尔滨工业大学学报,2016,43(12):1-6.
[49]	杨旭.H型铝合金压弯构件稳定承载力试验研究与数值分析[D].哈尔滨:哈尔滨工业大学,2013.
[50]	王元清, 王中兴, 胡晓光,等. 7A04高强铝合金L形截面柱轴压整体稳定性能试验研究[J]. 建筑结构学报, 2016, 37(6):174-182.
[51]	Wang Y Q, Wang Z X, Hu X G, et al. Experimental study and parametric analysis on the stability behavior of 7A04 high-strength aluminum alloy angle columns under axial compression[J]. Thin-Walled Structures, 2016, 108:305-320.
[52]	Wang Z X, Wang Y Q, Yun X, et al. Experimental and numerical study of fixed-ended high-strength aluminum alloy angle-section columns[J]. Journal of Structural Engineering, 2020, 146(10),04020206-13.
[53]	李贝贝,王元清,支新航, 等.我国7×××系高强铝合金及其研究进展[J].建筑钢结构进展, 2021,23(7):1-10.
[54]	王元清,王中兴,胡晓光, 等.循环荷载作用下高强铝合金本构关系试验研究[J].土木工程学报, 2016, 49(增刊2):1-7.
[55]	Wang Y Q,Wang Z X. Experimental investigation and FE analysis on constitutive relationship of high strength aluminum alloy under cyclic loading[J].Advances in Materials Science and Engineering, 2016, 2016:1-16.
[56]	王元清, 王中兴, 胡晓光, 等. 大截面7A04高强铝合金角形柱轴压整体稳定试验研究[J]. 天津大学学报(自然科学与工程技术版), 2016, 49(9 ):936-943.