Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
YU Lanlan, BAI Zhiqiang, WEI Yanhui, CHEN Jing, MA Kejian. INFLUENCE OF STIFFENING PLATE ON THE STATIC MECHANICAL BEHAVIOR OF SQUARE TUBE SHEAR-RESISTANT CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 139-144,120. doi: 10.13204/j.gyjz202005023
Citation: YU Lanlan, BAI Zhiqiang, WEI Yanhui, CHEN Jing, MA Kejian. INFLUENCE OF STIFFENING PLATE ON THE STATIC MECHANICAL BEHAVIOR OF SQUARE TUBE SHEAR-RESISTANT CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 139-144,120. doi: 10.13204/j.gyjz202005023

INFLUENCE OF STIFFENING PLATE ON THE STATIC MECHANICAL BEHAVIOR OF SQUARE TUBE SHEAR-RESISTANT CONNECTOR

doi: 10.13204/j.gyjz202005023
  • Received Date: 2019-12-20
  • Publish Date: 2020-07-14
  • The connection of square tube shear connector and H-shaped steel rib has been used in steel-concrete composite open-web sandwich plate recently. In order to study the mechanical properties of connection area, two full-scale specimens were manufactured to conduct contrast test and FEM analysis.The results showed that stiffening plate could make an obvious elastic-plastic behavior by seeting stiffening plate on the side wall of square tube shear connector. The stiffening plate could make a greater contribution to the tube's lateral stiffness and local stress concentration. Further finite element analysis showed that the width and thickness of stiffening plate, especially the plate width, had a significant effect on the stress distribution and lateral stiffness of shear connector.
  • 白志强,魏艳辉,卢亚琴,等. 钢-混凝土组合空腹夹层板基本频率的参数分析[J].空间结构,2018,24(4):68-73.
    姜岚, 马克俭, 张华刚,等. 协同式空腹夹层板动力特性分析及舒适度研究[J].地震工程与工程振动,2017,37(6):122-131.
    孙涛, 马克俭, 刘宪庆,等. 钢空腹夹层板结构等效剪切刚度分析[J]. 空间结构, 2017, 23(2):54-59.
    LUAN H, MA K, QIN Y, et al. Investigation of the Structural Behavior of an Innovative Steel Open-Web Floor System[J]. International Journal of Steel Structures, 2017, 17(4):1365-1378.
    陈强,肖建春,马克俭,等.剪力键节点域对钢空腹夹层板静力特征的影响分析[J].广西大学学报(自然科学版),2018,43(1):41-49.
    刘卓群, 马克俭, 肖建春,等. 混凝土板对钢空腹夹层板楼盖静力性能影响分析[J]. 广西大学学报(自然科学版), 2016(1):1-10.
    刘卓群, 肖建春, 陈靖,等. 钢-混凝土组合空腹夹层板关键部位力学特性分析[J]. 贵州大学学报(自然科学版), 2015(3):119-122.
    黄勇, 陈伟刚, 段莉. 钢管混凝土短柱(剪力键)受剪性能试验研究[J]. 建筑结构学报, 2011, 32(12):178-185.
    刘卓群, 马克俭, 肖建春,等. 加劲板对钢空腹夹层板剪力键节点静力特性影响分析[J]. 建筑钢结构进展, 2017, 19(2):29-37.
    白志强,刘晓东,邢栋,等.连接T形钢肋方钢管剪力键的静力性能试验[J].工业建筑,2018,48(10):159-164.
  • Cited by

    Periodical cited type(2)

    1. 何嘉杰,杨晓华,何嘉沛,彭斯宁. 正六边形蜂窝型空间盒式结构受力性能对比分析. 湖南工业大学学报. 2023(01): 8-15 .
    2. 肖同,马克俭,卢亚琴. 加劲板对钢空腹夹层板剪力键剪切性能影响研究. 建筑科学. 2022(03): 18-24 .

    Other cited types(2)

  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (71) PDF downloads(3) Cited by(4)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return