[1]冯若若,张铮,邵珂珂.铝合金环槽铆钉连接节点弯矩-转角关系[J].福建工程学院学报,2022,20(03):219-224.[doi:10.3969/j.issn.1672-4348.2022.03.003]
 FENG Ruoruo,ZHANG Zheng,SHAO Keke.Study on moment-rotation relationship of aluminum alloy swag-locking pins[J].Journal of FuJian University of Technology,2022,20(03):219-224.[doi:10.3969/j.issn.1672-4348.2022.03.003]
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铝合金环槽铆钉连接节点弯矩-转角关系()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第20卷
期数:
2022年03期
页码:
219-224
栏目:
出版日期:
2022-06-25

文章信息/Info

Title:
Study on moment-rotation relationship of aluminum alloy swag-locking pins
作者:
冯若若张铮邵珂珂
福建工程学院土木工程学院
Author(s):
FENG Ruoruo ZHANG Zheng SHAO Keke
School of Civil Engineering, Fujian University of Technology
关键词:
铝合金梁柱节点环槽铆钉影响因素形状系数有限元分析
Keywords:
aluminum alloy beam-column joints swage-locking pins influence factors shape coefficient finite element analysis
分类号:
TU392.5
DOI:
10.3969/j.issn.1672-4348.2022.03.003
文献标志码:
A
摘要:
采用有限元分析方法考察梁和柱的截面尺寸、角型连接件尺寸、铆钉直径及端距等对节点性能的影响,根据计算得到的弯矩-转角曲线拟合出三参数模型中形状系数n 值的近似计算公式。结果表明,柱翼缘厚度和角型件厚度对节点初始刚度和极限承载力影响显著,梁高和铆钉端距的影响次之。形状系数建议公式计算结果与试验结果吻合较好,可为该类连接节点设计方法提供理论依据。
Abstract:
The effects of beam and column section size, angle connector size, the diameter and end distance of bolt holes on the joints’ properties were investigated by finite element analysis method. According to the obtained moment-rotation curves, the approximate calculation formula for the value of the shape coefficient in the three-parameter power model was fitted. Results show the thickness of column flange and that of angle member have significant effects on the initial stiffness and ultimate bearing capacity of the joint, followed by beam height and end distance of bolt holes. The calculated results of the proposed shape coefficient formula are in good agreement with the experimental results, which provides a theoretical basis for the design method of this type of connection.

参考文献/References:

[1] 中华人民共和国建设部. 铝合金结构设计规范:GB 50429—2007[S]. 北京: 中国计划出版社, 2008.[2] GUO X N, XIONG Z, LUO Y F, et al. Experimental investigation on the semi-rigid behaviour of aluminium alloy gusset joints[J]. Thin-Walled Structures, 2015, 87: 30-40.[3] 张颖, 王元清, 张俊光, 等. 铝合金网壳结构箱型-工字型盘式节点单肢受力性能有限元分析[J]. 工程力学, 2020, 37(S1): 130-138.[4] 刘小蔚, 欧阳元文. 南京牛首山佛顶宫大穹顶铝合金板式节点试验研究及有限元分析[J]. 建筑结构, 2020, 50(11): 59-63.[5] WANG Z X, WANG Y Q, ZHANG Y, et al. Experimental investigation on the behaviour of aluminium alloy beam-to-column joints connected by swage-locking pins[J]. Engineering Structures, 2020, 213: 110578.[6] WANG Z X, WANG Y Q, YUN X, et al. Numerical modelling of extruded aluminium alloy T-stubs connected by swage-locking pins: FE validation and parametric study[J]. Thin-Walled Structures, 2020, 155: 106926.[7] 邓华, 陈伟刚, 白光波, 等. 铝合金板件环槽铆钉搭接连接受剪性能试验研究[J]. 建筑结构学报, 2016, 37(1): 143-149.[8] 张天雄, 王元清, 陈志华, 等. 高强度不锈钢短尾环槽铆钉力学性能试验研究[J]. 工程力学, 2021, 38(S1): 151-158.[9] 中华人民共和国住房和城乡建设部. 钢结构设计标准: GB 50017—2017[S]. 北京: 中国建筑工业出版社, 2018.[10] STEINHARDT O. Aluminum constructions in civil engineering[J]. Aluminum. 1971, 47:131-139, 254-261.[11] RASMUSSEN K J R. Full-range stress-strain curves for stainless steel alloys[J]. Journal of constructional steel research, 2003, 59(1): 47-61.[12] 陈伟刚. 平板型铝合金格栅结构板式节点的受力性能研究[D]. 杭州: 浙江大学, 2015.[13] 陈爱国. 钢框架腹板双角钢梁柱抗剪连接在循环荷载作用下的破坏机理及抗震设计对策[D]. 西安: 西安建筑科技大学, 2003.

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更新日期/Last Update: 2022-06-25