期刊文献+

爆炸荷载下不同钢纤维含量的方钢管SFRC柱的动力响应

Dynamic Response Analysis of Square SFRC Filled Steel Tubular Columns with Different Steel Fiber Volume Factors Under Blasting Loading
下载PDF
导出
摘要 以方钢管SFRC柱为研究对象,运用显示动力学有限元软件建立三种工况下的模型,通过对比三者间位移、速度、等效应力等动力响应参数间的差异,分析近距离爆炸荷载下钢纤维含量对柱体动力响应的影响.结果表明:当方钢管SFRC柱中钢纤维含量为3%时,对于提高柱体在近距离爆炸荷载作用下的抗爆性能效果最佳. The paper aims to study square SFRC filled steel tubular column and establishes three models with different steel fiber's volumes factors by ANSYS/LS-DYNA, then analyses the influence of steel fiber's volume factor in dynamic response of the column under blasting loading by contrasting three maximal displacements, velocities, and effective stresses. The results show when steel fiber's volume factor is 3%,steel fiber plays the most efficient role in improving anti-detonating quality of square SFRC filled steel tubular column under close blasting loading.
出处 《天津城建大学学报》 2017年第5期333-338,共6页 Journal of Tianjin Chengjian University
关键词 方钢管SFRC柱 钢纤维含量 爆炸荷载 动力响应 square SFRC filled steel tubular column steel fiber爷s volume factor blasting loading dynamic response
  • 相关文献

参考文献5

二级参考文献39

  • 1陈国英.公伯峡黄河大桥钢管拱钢纤维混凝土试验及应用[J].铁道建筑技术,2001(6):11-15. 被引量:4
  • 2张素梅,王玉银.圆钢管高强混凝土轴压短柱的破坏模式[J].土木工程学报,2004,37(9):1-10. 被引量:45
  • 3Kitada T. Uhimate strength and ductility of state of the art concrete filled steel bridge piers in Japan [ J ]. Engineering Structure, 1998, 20 ( 4-6 ) :347-354.
  • 4Gopal S R. Tests on reinforced concrete filled steel tubular columns [ J ]. Steel and Composite Structures, 2004, 4(1) : 37-48.
  • 5Gopal S R, Manoharan P D. Experimental behaviour of eccentrically loaded slender circular hollow steel columns in-filled with fibre reinforced concrete [ J ]. Journal of Constructional Steel Research, 2006, 62 (5) : 513-520.
  • 6Kodur V K R, Cheng F P, Wang T C. Effect of strength and fiber reinforcement on fire resistance of high- strength concrete columns [ J ]. Journal of Structural Engineering, 2003, 129(2): 253-259.
  • 7GB50010-2010混凝土结构设计规范[S].北京:中国建筑工程出版社,2011.
  • 8严少华.[D].南京:解放军理工大学,2001,43-67.
  • 9ZHANG M H, SHIMB V P W. Resistance of high strength concrete to projectile impact[J]. International Journal of Impact Engineering, 2005,31(7):825-841.
  • 10HOLMQUIST T J, JOHNSON G R, COOK W H. A computational constitutive model for concrete subjective to large strain, high strain rates, and high pressure[A]. 14th International Symposium on Ballistics[C]. Kuebec: American Defense Prepareness Association, 1993.

共引文献118

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部