...
首页> 外文期刊>Thin-Walled Structures >Progressive collapse behaviour of endplate connections to cold-formed tubular column with novel Slip-Critical Blind Bolts
【24h】

Progressive collapse behaviour of endplate connections to cold-formed tubular column with novel Slip-Critical Blind Bolts

机译:端板连接到带有新型滑动临界盲螺栓的冷弯管形柱的渐进塌陷行为

获取原文
获取原文并翻译 | 示例
           

摘要

A novel blind bolt, named Slip-Critical Blind Bolt (SCBB), was recently invented at Tongji University to be used as slip-critical high strength bolt for moment connections with handy installation from outside of tubular column. This paper applied SCBBs in extended endplate connections to cold-formed Square Hollow Section (SHS) columns, and investigated this application in the beam-to-column assembly against progressive collapse. The performance of SCBBs at connection regions was evaluated in four full-scale specimens with different configurations. Four distinct failure modes were identified, including fracture at beam section, pull-out of bolts from column wall, plastic deformation of endplates and welded bottom flange fracture forcing the reinforcing component to work. Throughout the damage evolution, the SCBBs performed satisfactorily by clamping the connected plates firmly without slip occurring at the plate interface, showing a good mechanical property as being slip-critical high strength bolts. Under the progressive collapse scenario, SCBBs maintained the integrity of the blind bolted connection, thus facilitated the assembly to effectively develop the catenary mechanism which provided significant vertical resistance under large deflection. The considerable potential of SCBB to be applied into the blind bolted moment connections against progressive collapse and its effectiveness were further verified by comparison between the test specimens and other published moment-resisting beam-to-column assemblies.
机译:同济大学最近发明了一种新型的滑动螺栓,称为“滑动关键盲螺栓”(SCBB),用作高临界滑动强度螺栓,用于力矩连接,并可从管状柱的外部方便地进行安装。本文将SCBB应用于延伸端板连接至冷弯方型空心截面(SHS)柱,并研究了此方法在梁到柱装配中防止逐渐塌陷的应用。在四个具有不同配置的满量程样品中评估了SCBB在连接区域的性能。确定了四种不同的失效模式,包括梁截面的断裂,螺栓从柱壁的拔出,端板的塑性变形和焊接的底部法兰断裂,迫使增强组件工作。在整个损伤演变过程中,SCBB通过牢固地夹紧连接的板而在板界面处未发生打滑的情况下令人满意地发挥了作用,显示出良好的机械性能,是对打滑至关重要的高强度螺栓。在逐渐倒塌的情况下,SCBB保持了盲孔螺栓连接的完整性,从而促进了组件的有效开发悬链线机制,该机制在大挠度下提供了显着的垂直阻力。通过在测试样品和其他已发表的抗弯梁到柱组合件之间进行比较,进一步证明了SCBB应用于盲螺栓连接中以防止渐进坍塌的巨大潜力及其有效性。

著录项

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