...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Thin-Walled Structures >Finite element analysis and parametric studies on hysteretic behaviours of high strength steel T-joints with damage-control fuses
【24h】

Finite element analysis and parametric studies on hysteretic behaviours of high strength steel T-joints with damage-control fuses

机译：带损伤控制熔断器的高强度钢T型接头滞后性能的有限元分析和参数研究

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

This paper firstly developed a new type of moment frame using high strength steel (HSS) members and fuse-equipped joints. In this structure, the beams and columns were made of 5690 HSS whilst replaceable fuses near the welded beam-to-column joints were used to prevent damage. Cyclic tests on T-joints with fuses were then carried out. A three-dimensional solid-element based finite element model (FEM) was developed to simulate structural behaviours of beam-to-column joints. The FEM was validated by the reported cyclic test results. FE parametric studies were then performed to investigate the influences of different parameters on seismic behaviours of fuse-equipped T-joint. These studied parameters included the slenderness ratio of fuse plate, gap size in fuse joints, yield strength of fuse plate, and pre-arching of fuse plates. The FE parametric studies showed that for HSS fuse-equipped T-joint increasing slenderness ratio of fuse plate reduced its energy dissipation capacity; increasing the gap size in fuse joints and pre-arching of fuse plate exhibited marginal influences on its seismic resistance; using higher strength fuse plates improved its seismic resistance.
机译：本文首先使用高强度钢（HSS）构件和装有保险丝的接头开发了一种新型的力矩框架。在这种结构中，梁和柱由5690 HSS制成，同时在梁与柱之间的焊接点附近使用了可更换的保险丝，以防止损坏。然后对带有保险丝的T型接头进行循环测试。建立了三维立体单元有限元模型（FEM），以模拟梁到柱节点的结构行为。通过报告的循环测试结果验证了FEM。然后进行了有限元参数研究，以研究不同参数对装有保险丝的T型接头的抗震性能的影响。这些研究的参数包括保险丝板的细长比，保险丝接头的间隙尺寸，保险丝板的屈服强度以及保险丝板的预拱形。有限元参数研究表明，对于配备HSS保险丝的T型接头，增加保险丝板的长细比会降低其能量消耗能力;增加保险丝接缝的间隙尺寸，保险丝板的预拱形对其抗震性影响很小;使用更高强度的保险丝板改善了其抗震性。

著录项

  • 来源
    《Thin-Walled Structures》 |2020年第3期|106574.1-106574.14|共14页
  • 作者

  • 作者单位

    Tianjin Univ Key Lab Coast Civil Struct Safety Sch Civil Engn Minist Educ Tianjin 300350 Peoples R China;

    China Earthquake Adm Key Lab Earthquake Engn & Engn Vibrat Inst Engn Mech Harbin 150080 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Finite element analysis; T-joint; Fuses; Moment frame; Seismic design; Panel damper; Steel structure;

    机译：有限元分析;T型接头保险丝;瞬间框架抗震设计;面板风门;钢材结构;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号