Experimental Study on Flexural Behavior of Box-Shape Profiled Steel Sheet Integrating with System Effect

LI Yongzhen; ZENG Han; LIU Hao; PAN Yi

doi:10.3969/j.issn.0258-2724.20210670

Volume 58 Issue 5

Oct. 2023

Turn off MathJax

Article Contents

Abstract

References

Journal of Southwest Jiaotong University > 2023 > 58(5): 1009-1016.

GUO Lei, CAO Weidong, BAI Longlei, XING Limeng, XIANG Enxin, ZHOU Lijun. Partial Discharge Process and Feature Extraction of Air Gap in EPR Cable Terminal[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 1011-1019, 1028. doi: 10.3969/j.issn.0258-2724.20200157

Citation:

LI Yongzhen, ZENG Han, LIU Hao, PAN Yi. Experimental Study on Flexural Behavior of Box-Shape Profiled Steel Sheet Integrating with System Effect[J]. Journal of Southwest Jiaotong University, 2023, 58(5): 1009-1016. doi: 10.3969/j.issn.0258-2724.20210670

Citation:

PDF( 3056 KB)

Experimental Study on Flexural Behavior of Box-Shape Profiled Steel Sheet Integrating with System Effect

doi: 10.3969/j.issn.0258-2724.20210670

LI Yongzhen^1
,,
ZENG Han²,
LIU Hao²,
PAN Yi^{1, 2
,
,}

1.
School of Architecture and Civil Engineering, Chengdu University, Chengdu 610106, China
2.
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

Received Date: 16 Aug 2021
Rev Recd Date: 29 Dec 2021

Available Online: 20 Mar 2023

Publish Date: 28 Mar 2022

Abstract

Abstract

Box-shape profiled steel sheet is usually used as the bearing element, with external claddings and spacers together, they constitute a double-layer profiled steel sheet wall system. In order to study the influence of external cladding and spacers on the flexural behavior of box-shape profiled steel sheet, 8 double-layer profiled steel sheet composite specimens and 2 box-shape profiled steel sheet standard specimens were tested for both pressure and suction loading conditions. The influences of the stiffness of external cladding and the height of spacers on the bending capacity and flexural stiffness of the double-layer profiled steel sheet were analyzed. The test results showed that when the spacer height is 100 mm, compared with the standard specimen, the bending capacity can be increased by 27.6% and 111.3%, and the flexural stiffness by 17.3% and 56.7% for the composite specimens with external cladding type I and Ⅱ, respectively, under wind pressure loading condition; and the bending capacity can be increased by 32.1% and 77.6%, and the flexural stiffness can be increased by 29.4% and 48.1% respectively for wind suction case. When the external cladding is type Ⅱ, compared with the standard specimen, the bending capacity can be increased by 66.9% and 111.3%, and the flexural stiffness by 39.9% and 56.7% for the composite specimens with spacer height 200 mm and 100 mm, respectively, under wind pressure loading condition; and the bending capacity can be increased by 59.1% and 77.6%, and the flexural stiffness can be increased by 33.5% and 48.1% respectively for wind suction case. Thus considering the system effect of the external cladding and spacers, the bending capacity and flexural stiffness of the inner box-shape profiled steel sheet can be significantly improved, and greater stiffness of the external cladding can bring better performance. Based on theoretical analysis and Eurocode, combining with the influence of the stiffness of external cladding and the height of spacers, the global design formula of the box-shape profiled steel sheet is proposed, including system effect. The analytical results obtained using this formula coincide well with the experimental ones.
- box-shape profiled steel sheet,
- system effect,
- bending capacity,
- flexural stiffness,
- double-layer profiled steel sheet

FullText(HTML)

References(15)

References

[1]	王戈,马建昌. 压型金属板围护结构的设计与应用[J]. 工业建筑,1994,30(增1): 37-43. doi: 10.3321/j.issn:1000-8993.1994.z1.003 WANG Ge, MA Jianchang. Design and application of profiled metal plate enclosure structure[J]. Industrial Construction, 1994, 30(S1): 37-43. doi: 10.3321/j.issn:1000-8993.1994.z1.003
[2]	肖庆,孙晓勇,杜晶,等. 压型金属板在钢结构冷却塔围护结构中的应用[J]. 钢结构,2017,32(12): 72-75,96. doi: 10.13206/j.gjg201712014 XIAO Qing, SUN Xiaoyong, DU Jing, et al. Application of profiled metal plate in steel cooling tower enclosure structure[J]. Steel Construction, 2017, 32(12): 72-75,96. doi: 10.13206/j.gjg201712014
[3]	中华人民共和国住房和城乡建设部. 压型金属板工程应用技术规范: GB 50896—2013[S]. 北京: 中国计划出版社, 2014.
[4]	葛连福. 新编《压型金属板应用技术规范》若干问题的商榷(1)[J]. 钢结构,2012,27(10): 53-59. GE Lianfu. Discussion on some problems in the newly compiled technical standard for application of profiled metal sheet[J]. Steel Construction, 2012, 27(10): 53-59.
[5]	葛连福. 新编《压型金属板应用技术规范》若干问题的商榷(2)[J]. 钢结构,2012,27(11): 41-47. GE Lianfu. Discussion on some problems in the new technical standard for application of profiled metal sheet (Ⅱ)[J]. Steel Construction, 2012, 27(11): 41-47.
[6]	VOUTAY P A, DAVIES J M. Analysis of cassette sections in compression[C]//Proceedings of International Conference on Advances in Steel Structures. Hongkong: ICASS, 2002: 401-408.
[7]	DAVIES J M, FRAGOS A S. Shear strength of empty and infilled cassettes[J]. Thin-Walled Structures, 2003, 41(2/3): 109-125.
[8]	MICHAEL DAVIES J, ATHANASIOS S F. The local shear buckling of thin-walled cassettes infilled by rigid insulation[J]. Journal of Constructional Steel Research, 2004, 60(3/4/5): 581-599.
[9]	DAVIES J M. Light gauge steel cassette wall construction–theory and practice[J]. Journal of Constructional Steel Research, 2006, 62(11): 1077-1086. doi: 10.1016/j.jcsr.2006.06.028
[10]	李玉顺,张王丽,沈煌莹,等. 复合胶结型压型钢板-竹胶板组合楼板受弯性能试验研究[J]. 建筑结构学报,2009,30(增2): 176-181. doi: 10.14006/j.jzjgxb.2009.s2.032 LI Yushun, ZHANG Wangli, SHEN Huangying, et al. Experimental study on flexural behavior of multiple-interlink profiled steel sheet-bamboo plywood composite slabs[J]. Journal of Building Structures, 2009, 30(S2): 176-181. doi: 10.14006/j.jzjgxb.2009.s2.032
[11]	李玉顺,沈煌莹,张王丽,等. 压型钢板-竹胶板组合墙体抗震性能试验研究[J]. 工程力学,2010,27(增1): 108-112,126. LI Yushun, SHEN Huangying, ZHANG Wangli, et al. Experimental study on aseismic behavior of profiled steel sheet-bamboo plywood composite walls[J]. Engineering Mechanics, 2010, 27(S1): 108-112,126.
[12]	张建伟,刘方方,卡卓乍,等. 钢-压型钢板再生粗骨料混凝土组合梁受弯性能[J]. 哈尔滨工业大学学报,2015,47(12): 86-92. doi: 10.11918/j.issn.0367-6234.2015.12.015 ZHANG Jianwei, LIU Fangfang, KAZOZA Emery, et al. Experimental study on flexural behavior of recycled coarse aggregate concrete composite beams with closed-section steel deck[J]. Journal of Harbin Institute of Technology, 2015, 47(12): 86-92. doi: 10.11918/j.issn.0367-6234.2015.12.015
[13]	张秀华,张义卓,裴骏,等. 压型钢板-稻草板组合楼板力学性能[J]. 建筑材料学报,2018,21(6): 943-949. doi: 10.3969/j.issn.1007-9629.2018.06.014 ZHANG Xiuhua, ZHANG Yizhuo, PEI Jun, et al. Mechanical behavior of profiled steel sheet-strawboard composite slabs[J]. Journal of Building Materials, 2018, 21(6): 943-949. doi: 10.3969/j.issn.1007-9629.2018.06.014
[14]	中华人民共和国住房和城乡建设部. 建筑金属围护系统工程技术标准: JGJ/T 473—2019[S]. 北京: 中国建筑工业出版社, 2019.
[15]	Comité européen de Normalisation. Eurocode 3-Design of steel structures-part 1−3, general rules-supplementary rules for cold-formed members and sheeting: NF P22-313—2007[S]. Brussels: [s.n.], 2007.

Relative Articles

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	李亚莎，郭玉杰，夏宇，王佳敏，晏欣悦，陈俊璋. 外电场下三元乙丙橡胶微观特性及其对沿面放电影响的研究. 材料导报. 2024(23): 259-266 .
2.	刘刚，黄华峰，张圆明，陈晨，庄海璐，仝进. 10kV T型电缆接头受潮缺陷的电场监测方法研究. 光学与光电技术. 2023(03): 46-53 .
3.	刘文通，李丽娟，任姣姣，顾健，张丹丹，孔诗媛，陈奇. 电力绝缘子层间气隙太赫兹检测与定量分析. 激光与光电子学进展. 2023(21): 165-171 .
4.	郭蕾，曹伟东，白龙雷，唐惠玲，项恩新，周利军. 融合注意力机制与多尺度网络的EPR电缆终端故障诊断方法. 高电压技术. 2021(11): 3872-3880 .

Other cited types(2)

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

Figures(9) / Tables(6)

Get Citation

PDF

XML

Article views(366) PDF downloads(33)