带填板的端板连接梁拼接节点抗弯性能有限元分析

田欣; 张素梅; 陈振明; 陶宇; 张冰

doi:10.13204/j.gyjzG23051702

带填板的端板连接梁拼接节点抗弯性能有限元分析

doi: 10.13204/j.gyjzG23051702

哈尔滨工业大学(深圳)土木与环境工程学院, 广东深圳 518055

基金项目:

中国五矿集团有限公司"应用基础研究"科技专项计划（2019ZXB07）；住建部科学技术计划项目（2019-K-089）。

详细信息

作者简介:
田欣,男,1998年出生,硕士,工程师。

通讯作者:
张素梅,smzhang@hit.edu.cn。

计量
- 文章访问数: 142
- HTML全文浏览量: 20
- PDF下载量: 16
- 被引次数: 0
出版历程
- 收稿日期: 2023-05-17
- 网络出版日期: 2023-11-08

Finite Element Analysis of Bending Performance of End-Plate Beam Splices with Filler Plates

Department of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China

摘要

摘要: 目前装配式钢梁连接常采用高强螺栓端板连接形式，构件在工厂制作完成，加工精度高；构件运抵施工现场采用高强螺栓完成拼接，安装快捷方便；但在连接端板之间经常存在对接缝隙，工程中常采用填板弥补空隙。但目前相关规范中对于填板的厚度并无规定。为研究填板对于端板连接梁梁拼接节点抗弯刚度及抗弯承载力的影响，采用有限元软件ABAQUS建立了含有填板的端板连接节点实体单元模型，设置了结构各组件间复杂的接触关系，考虑了端板厚度及填板厚度的影响，研究了螺栓杆的拉力传递、中和轴位置的变化、填板的受力情况及端板受拉区的极限受力状态等工作机理。分析结果表明：当钢梁为H400×200×8×13，端板为-400×200×t_p1（t_p1=12~24 mm）时，随着填板厚度的增加，节点的初始抗弯刚度减小，当填板厚度在15 mm以内时，对节点抗弯承载力无明显影响。
- 端板连接 /
- 填板 /
- 高强螺栓 /
- 抗弯性能 /
- 承载力
Abstract: Currently, the connection of prefabricated steel beams often adopts the form of high-strength bolt end-plate splices. The beam components are manufactured in the factory and thus have high manufacture procision. When the beam components arrive at the construction site, high-strength bolts are used to complete the splicing, which is fast and convenient for installation. However, there are often assembly gaps between the end plates of prefabricated steel beams, and filler plates are often used to fill these gaps in the construction process. At present, there is no regulation in the design code regarding the influence of filler plates. In order to study the effect of filler plate on the bending stiffness and bending capacity of end-plate splice, finite element software ABAQUS was used to establish a solid element model of end-plate splice with filler plate, the complex contact relations between these components were set up. By considering the effects of thicknesses of end-plate and filler plate, the paper investigated the working mechanism of the tensile force transmitted by high-strength bolts, the position changes of the neutral axis, the stress state of the filler plate, and the ultimate stress state of the end-plate in the tensile zone. The analysis results indicated that for the H-section steel beam H400×200×8×13 and filler plate -400×200×t_p1(t_p1=12-24 mm), the initial bending stiffness of the end-plate beam splice increased with the increase of the filler plate thickness, when the filler plate thickness was within 15 mm, the bending capacity of the end-plate beam splice was not significantly influenced by the filler plate thickness.
- end-plate splice /
- filler plate /
- high-strength bolt /
- bending performance /
- bearing capacity

HTML全文

参考文献(26)

[1]	姚磊,杜维华. 装配式钢结构建筑体系研究与应用[J]. 城市住宅,2021,28(3):222-223.
[2]	程晓珂. 国内外装配式建筑发展[J]. 中国建设信息化,2021(20):28-33.
[3]	张淳. 装配式钢结构梁柱连接节点研究[J]. 建筑技术开发,2021,48(4):5-6.
[4]	李志武,王文静,于春义,等. 模块化钢结构建筑模块单元间连接节点应用研究[J]. 施工技术, 2020,49(11):6-11 ,17.
[5]	徐卫东,郭成喜. 外加填板对梁柱节点性能影响分析[J]. 钢结构, 2013,28(5):10-14.
[6]	刘凯,王鑫,薛俊柏,等. 国内外装配式建筑发展现状对比及对策研究[J]. 工程建设,2021,53(7):19-24.
[7]	SANBORN M, STEWART L K. Behavior of slip-critical bolted connections subjected to impulsive loads[J/OL]. International Journal of Impact Engineering, 2020, 143[2020-04-01].http://doi. org/10.1016/j.ijimpeng.2020.103501.
[8]	GERBO E J, THRALL A P, ZOLI T P. Service and ultimate behavior of adjustable bolted steel plate connections[J/OL]. Journal of Structural Engineering, 2020, 146(7)[2020-07-01].http://doi.org/10.1061/(ASCE)ST.1943-541X.0002635.
[9]	MAHMOUDI M, KOSARI M, LORESTAIN M, et al. Effect of contact surface type on the slip resistance in bolted connections[J/OL]. Journal of Constructional Steel Research, 2020, 166[2023-09-18].http://doi.org/10.1016/j.jcsr.2020.105943.
[10]	陈绍蕃,顾强. 钢结构上册-钢结构基础[M]. 2版.北京:中国建筑工业出版社,2007.
[11]	中国国家标准化管理委员会. 建筑结构用钢板:GB/T 19879-2015[S]. 北京:中国标准出版社, 2015.
[12]	梁赛,杨冰,吴亚运,等. 有限元方法中实体单元选择策略研究[J]. 机械制造与自动化, 2019, 48(2):79-83.
[13]	ZHANG Y F, SHAKIL A, HUMOOD M, et al. Finite element simulations of sliding contact of the head-disk interface in magnetic storage with lubricant effects-science direct[J]. Applied Surface Science Advances, 2021(6)[2023-09-18].https://doi.org/10.1016/j.apsadv.2021.100155.
[14]	中国国家标准化管理委员会. 钢结构用高强度大六角头螺栓、大六角螺母、垫圈技术条件:GB/T 1231-2006[S]. 北京:中国标准出版社,2006.
[15]	宋连生. 高强螺栓拉剪连接的抗滑承载力[J]. 工业建筑, 1987,17(5):37-42.
[16]	乌兰托亚. 螺纹锚固单边螺栓连接节点破坏机理和设计对策研究[D]. 济南:山东大学,2021.
[17]	楼国彪,李国强,雷青. 钢结构高强度螺栓端板连接研究现状(Ⅰ)[J]. 建筑钢结构进展,2006(2):8-21,36.
[18]	范浩. 特殊构造端板连接节点受力性能和设计方法研究[D]. 北京:清华大学, 2012.
[19]	施刚,石永久,王元清,等. 端板连接高强度螺栓受力特性试验研究[J]. 东南大学学报(自然科学版),2004(3):375-378.
[20]	CHYBINSKI M, POLUS Ł. Experimental and numerical investigations of aluminium-timber composite beams with bolted connections[J]. Structures, 2021, 34:1942-1960.
[21]	赵均海,樊军超,高伟琪. H型钢梁与矩形钢管混凝土柱平齐式端板单边螺栓连接节点弯矩-转角分析模型[J]. 工程力学,2021,38(6):91-102.
[22]	European Committee for Standardization. Eurocode 3:design of steel structures-part 1.8:design of joints:BS EN1993-1-8:2005[S]. London:British Standards Institute, 2005.
[23]	王素芳,陈以一. T形件连接初始刚度的理论计算模型[J]. 工业建筑,2007,37(10):80-83.
[24]	施刚,石永久,王元清,等. 钢结构半刚性端板连接的设计方法与应用[J]. 工业建筑, 2003, 33(8):52-55.
[25]	WANG J F, ZHANG H J. Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing[J]. Engineering Structures, 2017, 131:192-206.
[26]	ATAEI A, BRADFORD M A, LIU X P. Computational modelling of the moment-rotation relationship for deconstructable flush end plate beam-to-column composite joints[J]. Journal of Constructional Steel Research, 2017, 129:75-92.