[1]张 瑶,袁 远,康洪震,等.一种新型销轴支座平面外水平极限承载力的有限元分析[J].西安建筑科技大学学报(自然科学版),2020,(04):537-541,571.[doi:10.15986-j.1006-7930.2020.04.010]
 ZHANG Yao,YUAN Yuan,KANG Hongzhen,et al.Finite element analysis on the horizontal ultimate bearing capacity of the new pinned connection in the out-of-plane direction[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2020,(04):537-541,571.[doi:10.15986-j.1006-7930.2020.04.010]
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一种新型销轴支座平面外水平极限承载力的有限元分析()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
期数:
2020年04期
页码:
537-541,571
栏目:
出版日期:
2020-09-25

文章信息/Info

Title:
Finite element analysis on the horizontal ultimate bearing capacity of the new pinned connection in the out-of-plane direction
文章编号:
1006-7930(2020)04-0537-05
作者:
张 瑶12袁 远3康洪震12赵晓蒙4
(1.唐山学院 土木工程学院,河北 唐山063000; 2. 河北省建筑工程与尾矿综合利用重点实验室,河北 唐山063000; 3.河钢集团矿业公司,河北 唐山 063000; 4.西安建筑科技大学 土木工程学院,陕西 西安 710055)
Author(s):
ZHANG Yao12 YUAN Yuan3 KANG Hongzhen12ZHAO Xiaomeng4
(1.School of Civil Engineering, Tangshan University, Hebei Tangshan 063000,China; 2. Hebei Key Laboratory of Building Engineering and Tailings Utilization, Hebei Tangshan 063000, China; 3. HBIS Group Mining Company, Hebei Tangshan 063000,China; 4. School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China)
关键词:
销轴支座 有限元 屈服机制 荷载传递规律 极限承载力
Keywords:
pinned connection finite element yield mechanism transformation of the load ultimate bearing capacity
分类号:
TU317+.2
DOI:
10.15986-j.1006-7930.2020.04.010
文献标志码:
A
摘要:
工程中常常忽略销轴支座的平面外受力情况,可能造成在偶然的、较大的平面外水平荷载作用下耳板的折断.新型销轴支座中橡胶垫的加入改善了传统销轴支座承受平面外水平荷载作用下受力与变形的不确定性.文章利用ABAQUS软件建立新型支座的有限元模型,模拟其在平面外水平荷载作用下的力学性能,通过与现有的试验结果对比,验证了有限元分析的合理性.并进一步运用有限元的结果分析得到了支座的屈服机制、荷载传递规律和影响极限承载力的主要因素.
Abstract:
The behavior of pinned connection under horizontal force in the out-of-plane direction is often neglected in engineering, causing failure of the lugs under this kind of load. Adding the laminated rubber pad in the new pinned connection improves the uncertainty under the out-of-plane force. Finite element models established by ABAQUS were used to research the horizontal performance of the connection. Results obtained from finite element analysis were compared with those from experiment. The comparison indicated the reasonableness of finite element analysis. The yield mechanism, transformation of the load and important factors that affected the horizontal ultimate bearing capacity of the connection in the out-of-plane direction were revealed through finite element analysis.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2019-10-08 修改稿日期:2020-07-10
基金项目:河北省自然科学基金资助项目(E2016105062)
第一作者:张瑶(1989-),女,讲师,主要从事钢结构与混凝土结构分析.E-mail:18822306283@163.com
更新日期/Last Update: 2020-09-25