氯盐侵蚀后螺栓球节点抗拉承载力试验研究与数值模拟

闫立兴; 陈冲; 孔德潮; 郭宗凯; 熊炎

doi:10.3724/j.gyjzG22081013

氯盐侵蚀后螺栓球节点抗拉承载力试验研究与数值模拟

doi: 10.3724/j.gyjzG22081013

1. 中交第四公路工程局有限公司, 北京 100010;
2. 中国矿业大学力学与土木工程学院, 江苏徐州 221116

详细信息

作者简介:
闫立兴,高级工程师,主要从事建筑施工技术管理相关工作。电子信箱:726985330@qq.com

计量
- 文章访问数: 36
- HTML全文浏览量: 5
- PDF下载量: 0
- 被引次数: 0
出版历程
- 收稿日期: 2022-08-10
- 网络出版日期: 2024-08-16

Experimental Study and Numerical Simulation on the Tensile Bearing Capacity of Bolt-Sphere Joints After Chloride Corrosion

1. CCCC Fourth Highway Engineering Bureau Co., Ltd., Beijing 100010, China;
2. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China

摘要

摘要: 螺栓球节点因具有受力明确、安装施工简易等优点,被广泛应用到空间网格结构中,起到连接杆件以及传递荷载的作用,但腐蚀是影响网格结构使用寿命的重要原因之一。利用周期喷雾循环模拟试验来研究氯盐侵蚀对螺栓球节点的抗拉承载性能、破坏模式以及锈蚀质量损失率的影响。得出:螺栓球节点试件的抗拉承载力随腐蚀时间的增加而逐渐降低。此外,随着腐蚀时间的增加,试件的锈蚀质量损失率逐渐增大,而且只要腐蚀时间相同,具有拧入缺陷试件的锈蚀质量损失率与无拧入缺陷试件的相差不大。最后,通过有限元分析建立了适用于模拟螺栓球节点抗拉承载性能的模型,有限元模拟结果与试验研究结果吻合良好。
- 螺栓球节点 /
- 氯盐侵蚀 /
- 盐雾试验 /
- 抗拉性能 /
- 数值模拟
Abstract: Bolt-sphere joints have been widely used in space grid structures to connect members and transfer loads, because of the advantages of clear force and simple installation. However, corrosion is one of the important factors that affect the service life of grid structures. Cyclic spray simulation test was used to study the influence of chloride corrosion on the tensile bearing capacity, failure mode and corrosion mass loss rate of bolt-sphere joints. It was concluded that the tensile bearing capacity of bolt-sphere joints decreased gradually with the increase of corrosion time. In addition, the corrosion mass loss rate of specimens gradually increased with the increase of corrosion time, and as long as the corrosion time was the same, the corrosion mass loss rate of specimen with screw-in defects was not significantly different from that of specimen without screw-in defects. Finally, a model suitable for simulating the tensile bearing capacity of bolt-sphere joints was established by finite element analysis, and the simulated results were in good agreement with the experimental results.
- bolt-sphere joints /
- chloride erosion /
- salt spray test /
- tensile properties /
- numerical simulation

HTML全文

参考文献(22)

[1]	陈尧. 腐蚀环境下基于全寿命设计需求与时变可靠度的钢结构性能退化规律研究[D].南京:东南大学, 2021.
[2]	徐善华, 邢振, 张宗星.锈损H型钢短柱偏心受压试验研究[J].工业建筑, 2021, 51(8):93-98.
[3]	张硕硕. 腐蚀环境下螺栓的轴力损失及其对钢结构节点承载力的影响[D].苏州:苏州科技大学, 2020.
[4]	张洒. 腐蚀T型圆钢管相贯节点静动态力学性能研究[D]. 徐州:中国矿业大学, 2020.
[5]	黄士君. 输电铁塔受腐蚀节点蚀余力学性能的有限元分析[J]. 常州大学学报(自然科学版), 2015, 27(3): 35-38.
[6]	李洪江, 杨坤池, 刘荣见, 等. 耐蚀钢输电铁塔节点防腐技术措施[J]. 电工技术, 2019(8): 99-100, 104.
[7]	王会利, 秦泗凤.高强螺栓节点腐蚀疲劳可靠度分析[J].青岛大学学报(工程技术版), 2014, 29(3):104-106.
[8]	CHENAGHLOU M R. Semi-rigidity of connection in space structure[D]. Canada: University of Surrey, 1997.
[9]	黄炳生, 付宜东, 陈烨, 等. 螺栓球节点高强度螺栓拧入深度试验研究[J]. 建筑钢结构进展, 2016, 18(4): 28-32.
[10]	DING B, ZHAO Y, HUANG Z, et al. Tensile bearing capacity for bolted spherical joints with different screwing depths of high-strength bolts[J/OL]. Engineering Structures, 2020, 225.[2020-12-15]https://doi.org/10.1016/j.engstruct.2020.111255.
[11]	SONG X, LI H, WANG X, et al. Experimental investigation of ultra-low-cycle fatigue behaviors of plate bearings in spatial grid structures[J/OL]. Engineering Structures, 2021, 231.[2021-03-15]https://doi.org/10.1016/j.engstruct.2020.111764.
[12]	杨旭. 螺栓球节点网架中高强度螺栓M30、M39疲劳性能的试验与理论研究[D].太原:太原理工大学, 2017.
[13]	QIU B, YANG X, ZHOU Z, et al. Experimental study on fatigue performance of M30 high-strength bolts in bolted spherical joints of grid structures[J/OL]. Engineering Structures, 2020, 205.[2020-02-15]https://doi.org/10.1016/j.engstruct.2019.110123.
[14]	郭浩然. 考虑节点腐蚀疲劳的输电杆塔可靠度分析[D]. 重庆: 重庆大学, 2019.
[15]	谭志伦, 刘红波, 王小盾, 等. 锈蚀后螺栓球节点抗拉力学性能试验研究与数值模拟[J].工业建筑, 2019, 49(8): 6-11.
[16]	YUAN H, LIU H, REN X, et al. The bearing performance of the bolt-sphere joints with stochastic pitting corrosion damage[J]. Journal of Constructional Steel Research, 2019, 160: 359-373.
[17]	中华人民共和国住房和城乡建设部.空间网格结构技术规程:JGJ 7—2010[S]. 北京: 中国建筑工业出版社, 2010.
[18]	全国紧固件标准化技术委员会.钢网架螺栓球节点用高强螺栓:GB/T 16939—2016[S]. 北京: 中国标准出版社, 2016.
[19]	GRIMSMO E L, AALBERG A, LANGSETH M, et al. Failure modes of bolt and nut assemblies under tensile loading[J]. Journal of Constructional Steel Research, 2016, 126: 15-25.
[20]	全国螺纹标准化技术委员会.普通螺纹公差:GB/T 197—2018[S]. 北京: 中国标准出版社, 2018.
[21]	全国钢标准化技术委员会.优质碳素结构钢:GB/T 699—2015[S]. 北京: 中国标准出版社, 2015.
[22]	PAVLOVIĆ M, MARKOVIĆ Z, VELJKOVIĆ M, et al. Bolted shear connectors vs. headed studs behaviour in push-out tests[J]. Journal of Constructional Steel Research, 2013, 88: 134-149.