采用环口板加强的K形圆钢管节点轴向承载力试验研究

李培阳; 祝磊

doi:10.13204/j.gyjz202006023

采用环口板加强的K形圆钢管节点轴向承载力试验研究

doi: 10.13204/j.gyjz202006023

李培阳¹,
祝磊^1,2,3

1. 北京未来城市设计高精尖创新中心, 北京建筑大学土木与交通工程学院, 北京 100044;
2. 北京建筑大学, 工程结构与新材料北京市高等学校工程研究中心, 北京 100044;
3. 北京建筑大学, 北京市建筑结构与环境修复功能材料重点实验室, 北京 100044

基金项目:

国家自然科学基金项目（51778035）；北京未来城市设计高精尖创新中心资助项目（UDC2016030200）。

详细信息

作者简介:
李培阳,男,1994年出生,硕士研究生。电子信箱:lpy7705@163.com

计量
- 文章访问数: 51
- HTML全文浏览量: 6
- PDF下载量: 4
- 被引次数: 0
出版历程
- 收稿日期: 2019-12-20
- 刊出日期: 2020-08-20

EXPERIMENTAL RESEARCH ON AXIAL BEARING CAPACITY OF CIRCULAR HOLLOW SECTION STEEL K-JOINTS REINFORCED WITH COLLAR PLATES

LI Peiyang¹,
ZHU Lei^1,2,3

1. Beijing Advanced Innovation Center for Future Urban Design, School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
3. Beijing Key Laboratory of Functional Materials for Building Structure and Environment Remediation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

摘要

摘要: 为探究采用环口板加强的K形圆钢管节点轴心承载性能，通过两组共4个K形圆钢管节点试件的轴向承载力试验，研究此类节点的变形和破坏情况；并对支管与弦管外径比β、环口板加强方式等因素对极限承载力的影响以及荷载-位移曲线进行分析。研究表明：节点变形和破坏表现为支管塑性变形、弦管局部凹陷、支管断裂和焊缝开裂；在加载初期，荷载值快速提高，随着作动器位移增大，荷载增长速度变缓，并出现峰值，随后荷载值开始下降；β和环口板加强对节点的极限承载力提高显著，极限承载力分别至少提高了35%和27%。
- K形圆钢管节点 /
- 环口板 /
- 轴向承载力
Abstract: To exploring axial bearing capacity of circular hollow section steel K-joints strengthened by collar plates, the axial loading tests of two groups, totally four circular hollow section steel K-joints were conducted, the deformation and failure modes of the joints were studied. The effects of the brace to the chord diameter ratio β and collar plate reinforcement methods on the ultimate strength and load-displacement curves were analyzed. The research showed that the deformation and failure modes of the joints were characterized by plastic deformation of braces, local dents of chords, and brace fractures and weld cracking. The load increased rapidly at the initial stage of loading. As the actuator displacement increased, the load growth rate became slower and then the peak appeared, after that the load began to decrease. The increase of the β and the collar plate reinforcement had an obvious improvement on the ultimate strength of the K-joint, and the ultimate bearing capacity were respectively increased by at least 35% and 27%.
- circular hollow section steel K-joint /
- collar plate /
- axial strength

HTML全文

参考文献(13)

陈以一. 大直径钢管节点极限承载力的试验及分析[C]//第五届全国结构工程学术会议论文集(第三卷).1996:58-62.

RASMUSSEN K, HASHAM A S. Tests of X- and K-joints in CHS Stainless Steel Tubes[J]. Journal of Structural Engineering, 2001, 127(10):1183-1189.

李梓祥. K型方钢管混凝土节点的极限承载力研究[D]. 长沙:湖南大学, 2003.

武振宇, 张壮南, 丁玉坤, 等. K型、KK型间隙方钢管节点静力工作性能的试验研究[J]. 建筑结构学报, 2004, 25(2):32-38.

张壮南, 武振宇, 丁玉坤, 等. 弦杆轴向压力作用下K型、KK型间隙方管节点静力工作性能的试验研究[J]. 土木工程学报, 2005(4):32-37.

丁玉坤, 武振宇, 张华山, 等. K型、KK型搭接方管节点的试验研究[J]. 土木工程学报, 2005(4):25-31.

赵宪忠, 陈誉, 陈以一, 等. 平面K型圆钢管搭接节点静力性能的试验研究[J]. 建筑结构学报, 2006, 27(4):23-29

,36.

蒋剑峰. 圆钢管K形相贯搭接节点的试验研究和理论分析[D]. 南京:东南大学,2007.

唐菊梅, 陈誉. 平面K型主圆支方钢管节点力学性能的试验研究[C]//2010全国钢结构学术年会论文集. 2011:258-261,264.

HOU C, HAN L H, MU T M. Behaviour of CFDST Chord to CHS Brace Composite K-Joints:Experiments[J]. Journal of Constructional Steel Research, 2017, 135:97-109.

FENG R, LIN J, MOU X. Experiments on Hybrid Tubular K-Joints with Circular Braces and Square Chord in Stainless Steel[J]. Engineering Structures, 2019, 190:52-65.

NASSIRAEI H, ZHU L, LOTFOLLAHI-YAGHIN M A, et al. Static Capacity of Tubular X-Joints Reinforced with Collar Plate Subjected to Brace Compression[J]. Thin-Walled Structures,2017,119:256-265.

宋启明. 采用外加劲肋加固圆钢管节点的研究[D].北京:北京建筑大学,2016.

施引文献

资源附件(0)

访问统计