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Author:

刘天新 (刘天新.) | 韩军科 (韩军科.) | 李振宝 (李振宝.)

Indexed by:

CQVIP

Abstract:

冷弯矩形钢管在冷成型过程中提高了材料的屈服点和抗拉强度同时降低了延性.利用分析软件ANSYS,对冷弯矩形钢管柱与H型钢梁连接节点和焊接箱形钢管柱与H型钢梁连接节点的屈服荷载、极限荷载及位移延性进行对比分析,探讨冷弯矩形钢管的冷成型过程对节点性能的影响.

Keyword:

非线性有限元分析 冷弯矩形钢管柱 位移延性 H型钢梁

Author Community:

  • [ 1 ] [刘天新]网北京电力建设研究院
  • [ 2 ] [韩军科]网北京电力建设研究院
  • [ 3 ] [李振宝]北京工业大学

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Source :

钢结构

ISSN: 1007-9963

Year: 2007

Issue: 6

Volume: 22

Page: 30-32,64

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count: 7

Chinese Cited Count:

30 Days PV: 1

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