点蚀圆钢管混凝土中长柱轴压性能研究

李建伟; 王岚兰; 贾晨; 郭兰慧

doi:10.13206/j.gjgS23111502

点蚀圆钢管混凝土中长柱轴压性能研究

doi: 10.13206/j.gjgS23111502

1. 哈尔滨工业大学土木工程学院, 哈尔滨 150090;
2. 吉林省建筑科学研究设计院, 长春 130011

基金项目:

吉林省科技发展计划项目(20220203049SF)。

详细信息

作者简介:
李建伟,博士研究生,主要从事腐蚀钢管混凝土的研究,lijianwei@stu.hit.edu.cn。

通讯作者:
郭兰慧,工学博士,教授,主要从事钢-混凝土组合结构的研究,guolanhui@hit.edu.cn

计量
- 文章访问数: 36
- HTML全文浏览量: 10
- PDF下载量: 4
- 被引次数: 0
出版历程
- 收稿日期: 2023-11-15
- 网络出版日期: 2024-08-16

Axial Compression Performance of Slender Concrete-Filled Circular Steel Tubular Column with Pitting Corrosion Damage

1. School of Civil Engineering, Harbin Insitute of Technology, Harbin 150090, China;
2. Jilin Research and Design Institute of Building Science, Changchun 130011, China

摘要

摘要: 点蚀对钢管混凝土柱服役期间的结构安全有显著影响。首先针对点蚀钢管混凝土柱的轴压性能开展了有限元分析,根据已有的试验结果建立并验证了有限元模型,在此基础上考虑点蚀坑几何尺寸以及蚀坑分布位置的随机性建立了带有随机点蚀的钢管混凝土柱精细化有限元模型。然后开展了有限元参数分析,分析了点蚀深度概率分布、点蚀体积损失率、钢材强度、混凝土强度和构件长细比对构件荷载-挠度曲线的影响。根据体积损失率等效的原则,建立了等效局部均匀腐蚀钢管混凝土柱有限元模型,对比了随机点蚀和均匀局部腐蚀对钢管混凝土柱轴压性能的影响。最后按照体积损失率等效的原则,基于三部国内钢管混凝土计算规程中的计算方法,对点蚀钢管混凝土柱轴压承载力进行计算并与有限元结果进行对比。
结果表明:点蚀深度概率分布对构件轴压性能的影响可以忽略;相比于均匀腐蚀,点蚀对钢管混凝土承载力影响更大;使用GB 50936—2014《钢管混凝土结构设计规范》中的计算方法可较为准确且安全地预测点蚀钢管混凝土的轴压承载力,相比之下,GB 50936—2014中的方法可以在保证准确度的基础上有一定的安全性。
- 钢管混凝土 /
- 随机点蚀 /
- 轴压性能 /
- 有限元分析
Abstract: Localized pitting corrosion damage can cause an adverse impact on the safety of concrete-filled steel tubes (CFST). This paper conducted a numerical analysis of the axial compression performance of slender CFST with pitting corrosion damage. The failure phenomenon and load-deformation relationships from the existing tests were used to verify the numerical models. Then, the verified models were extended to take the random characteristics of corrosion pits in the aspect of distribution, dimensions, and locations into account. The influence of the degree of local volume loss, material strength, and slenderness ratio on the load-deflection curves was analyzed. According to the same degree of local volume loss, the CFST with equivalent thickness loss was established. The different influences of pitting corrosion and equivalent local defect on the ultimate strength were compared. Finally, based on the equivalent thickness loss, three methods based on the Chinese codes were put forward and to calculate the axial compression performance of CFST column with pitting corrosion damage and compare with the result of FE analysis.
The results show that the influence caused by different distributions of corrosion depth could be ignored. Compared with the equivalent local defect, the pitting corrosion can have a greater decrease in the ultimate strength of the slender CFST. According to the degree of local volume loss, the methods based on GB 50936- 2014 could predict the ultimate strength of CFST with pitting corrosion damage, and the method based on GB 50936-2014 could provide a prediction with good accuracy and moderate consideration.
- concrete-filled circular steel tubular /
- random pitting corrosion /
- axial compression performance /
- finite element analysis

HTML全文

参考文献(25)

[1]	Han L H, Hou C C, Wang Q L. Behavior of circular CFST stub columns under sustained load and chloride corrosion[J]. Journal of Constructional Steel Research, 2014,103(12):23-36.
[2]	Hou C C, Han L H, Wang Q L, et al. Flexural behavior of circular concrete filled steel tubes (CFST) under sustained load and chloride corrosion[J]. Thin-Walled Structures, 2016, 107:182-196.
[3]	贾晨,邵永松,郭兰慧,等.建筑结构用钢的大气腐蚀模型研究综述[J].哈尔滨工业大学学报, 2020,52(8):1-9.
[4]	Guo L, Huang H, Jia C, et al. Axial behavior of square CFST with local corrosion simulated by artificial notch[J]. Journal of Constructional Steel Research, 2020,174,106314.
[5]	Yuan F, Chen M, Huang H, et al. Circular concrete filled steel tubular (CFST) columns under cyclic load and acid rain attack:test simulation[J]. Thin-Walled Structures, 2018, 122(1):90-101.
[6]	Xie L, Chen M C, Sun W, et al. Behaviour of concrete-filled steel tubular members under pure bending and acid rain attack:test simulation[J]. Advances in Structural Engineering, 2019,22(1):240-253.
[7]	Han L H, Hua Y X, Hou C, et al. Circular concrete-filled steel tubes subjected to coupled tension and chloride corrosion[J]. Journal of Structural Engineering, 2017,143(10),04017134.
[8]	Hua Y X, Han L H, Wang Q L, et al. Behaviour of square CFST beam-columns under combined sustained load and corrosion:experiments[J]. Thin-Walled Structures, 2019,136:353-366.
[9]	Guo L H, Li J W, Jia C, et al. Axial compression behavior of slender concrete-filled steel tubes with machining defects representing local corrosion[J]. Engineering Structures, 2023, 286,116091.
[10]	Huang H, Guo L, Qu B, et al. Tests of circular concrete-filled steel tubular stub columns with artificial notches representing local corrosions[J]. Engineering Structures, 2021,242(8),112598.
[11]	Zhong L, Guo L, Jia C. Axial compression behavior of stub square concrete-filled steel tubes with regional defect[J]. Engineering Structures, 2023,278,115510.
[12]	Lin S Q, Li Z L, Zhao Y G. Behavior of eccentrically loaded circular concrete-filled steel tube stub columns with localized corrosion[J]. Engineering Structures, 2023,288,116227.
[13]	李振林,林思奇,赵衍刚,等.局部腐蚀钢管混凝土短柱轴压性能试验研究[J].工程力学, 2023,40(8):170-180.
[14]	Luo S, Chen M, Huang H, et al. Eccentric compression test and ultimate load strength analysis of circular CFST long column with local corrosion[J]. Structures, 2023,56,104937.
[15]	Li G, Hou C, Shen L. Combined compression-bending performance and design of CFST with localised pitting corrosion[J]. Journal of Constructional Steel Research, 2022,192,107247.
[16]	Tao Z, Wang Z, Yu Q. Finite element modelling of concrete-filled steel stub columns under axial compression[J]. Journal of Constructional Steel Research, 2013,89:121-131.
[17]	王文静,耿焘,贾晓楠,等.腐蚀对结构受力的影响以及改进措施[J].中国工程机械学报, 2014(2):118-122.
[18]	Nakai T, Matsushita H, Yamamoto N. Effect of pitting corrosion on strength of web plates subjected to patch loading[J]. ThinWalled Structures, 2006,44(1):10-19.
[19]	Rivas D, Caleyo F, Valor A, et al. Extreme value analysis applied to pitting corrosion experiments in low carbon steel:comparison of block maxima and peak over threshold approaches[J]. Corrosion Science, 2008,50(11):3193-3204.
[20]	张威.锈蚀钢筋表面特征的统计分析及其力学性能退化模型研究[D].西安:西安建筑科技大学, 2013.
[21]	Nakai T, Matsushita H, Yamamoto N, et al. Effect of pitting corrosion on local strength of hold frames of bulk carriers (1st report)[J]. Marine Structures, 2004,17(5):403-432.
[22]	Nakai T, Matsushita H, Yamamoto N. Effect of pitting corrosion on local strength of hold frames of bulk carriers (2nd report):lateral-distortional buckling and local face buckling[J]. Marine Structures, 2004,17(8):612-641.
[23]	中华人民共和国住房和城乡建设部.钢管混凝土结构技术规范:GB 50936-2014[S].北京:中国建筑工业出版社,2014.
[24]	中国工程建设标准化协会.钢管混凝土结构技术规程:CECS 28:2012[S].北京:中国计划出版社,2012.
[25]	福建省住房和城乡建设厅.钢管混凝土结构技术规程:DBJ/T 13-51-2010[S].福州:福建省住房和城乡建设厅,2010.