位置:成果数据库 > 期刊 > 期刊详情页
不同焊接方式下圆钢管节点力学性能的试验比较
  • ISSN号:1005-0159
  • 期刊名称:《结构工程师》
  • 时间:0
  • 分类:TU392.3[建筑科学—结构工程] U213.6[交通运输工程—道路与铁道工程]
  • 作者机构:[1]同济大学,上海200092, [2]上海建筑设计研究院有限公司,上海200001
  • 相关基金:国家自然科学基金资助项目(50478108)
中文摘要:

对两个不同焊接方式的空间KTT型圆管搭接节点进行了静力试验,一个节点是所有腹杆沿节点相贯线全周焊接,另一个节点是被搭接的腹杆沿相贯线的部分周长焊接.综合比较了两种节点在破坏模式、荷载-位移曲线、荷载-应变曲线、Mises应力分布和节点承载力等方面的差异.研究结果显示不同的焊接方式没有引起节点承载力的显著差别,但引起节点破坏模式的不同.这初步表明对非直接承受动力荷载的圆管搭接节点,被搭接的腹杆可考虑采用部分周焊.

英文摘要:

Static Tests on two muhiplanar tubular KTr overlapped joints were carried out in the paper. All brace members were welded to a chord member along their whole lines of intersection for one joint, whereas the overlapped brace members were done along parts of their intersectional lines for the other joint. Test results on failure modes, load- displacement curves, load -strain curves, stress distributions and load carrying capacity are compared between the two joints. It is concluded that different welding modes did not change the load carrying capacity of the tubular joints remarkably, but made their failure modes different. It seems available that the overlapped brace members are welded partly for the tubular overlapped joints under non - direct dynamic loads.

同期刊论文项目
同项目期刊论文
期刊信息
  • 《结构工程师》
  • 中国科技核心期刊
  • 主管单位:教育部
  • 主办单位:华东建筑设计院 同济大学
  • 主编:吕西林
  • 地址:上海市四平路1239号同济大学土木楼B401
  • 邮编:200092
  • 邮箱:jggcs@tongji.edu.cn
  • 电话:021-65984945
  • 国际标准刊号:ISSN:1005-0159
  • 国内统一刊号:ISSN:31-1358/TU
  • 邮发代号:
  • 获奖情况:
  • 国内外数据库收录:
  • 被引量:6147