期刊文献+

一种新型材料电杆的设计研究 被引量:1

Design Study on the Telegraph Pole with New Material
下载PDF
导出
摘要 活性粉末混凝土是一种新型的建筑材料,现已经进人实际应用阶段。本文介绍了活性粉末混凝土性能特点、讨论了它应用于电杆的可行性。根据现有规范对环形截面的普通混凝土电杆和活性粉末混凝土电杆进行设计,并利用有限元分析软件ANSYS对两种电杆进行分析计算。在ANSYS有限元分析过程中,采用柱坐标系,考虑了材料的非线性,计算模型是承受相同设计荷载的两根悬臂梁,建模时采用混凝土solid65单元,预应力钢筋采用空间杆单元link8,然后对电杆进行网格划分、加载求解。最后得到两种不同材料电杆的杆身挠度、自重、钢筋和混凝土的最大应力、含钢量的大小。对结果数据进行分析比较,从而得到活性粉末混凝土电杆在许多方面优越于普通混凝土电杆,它对工程应用具有一定的参考价值。 Reactive powder concrete is a kind of new construction material.It has been applied in practice.In this paper the performance characteristics of reactive powder concrete are simply introduced,at the same time,the feasibility of reactive powder concrete applying to telegraph pole is mainly discussed.The whole structural design process of a common concrete telegraph pole and a telegraph pole which is made of reactive powder concrete is done according to China existing criterion。 The finite element analysis software ANSYS is used to analyze and calculate the two kinds of concrete telegraph poles whose cross sections are orbicular.Global cylindrical coordinate systems are adopted and the material nonlinear is also taken into account during the course of the ANSYS finite element analysis,count models are two cantilever beams on the condition that they withstand the same design load,concrete element solid65 is used in the modeling,bar element link8 is used in prestressed steel.Then the model of telegraph poles is meshed,loaded and in the end count solutions are output.Some concrete data is gained such as deflection,weight of the telegraph poles,maximal stress of steel bar and concrete,steel content of the two different concrete telegraph poles.The data comparison has been analyzed,the result obviously indicates that the telegraph pole that is made of reactive powder concrete is superior to the common concrete telegraph pole in some aspects by the analysis and comparison of the last data.As far as the application of project is concerned,this will have definite referenced value.
作者 王菊 彭兴民
出处 《价值工程》 2015年第25期139-140,共2页 Value Engineering
关键词 活性粉末混凝土 电杆 挠度 应力 reactive powder concrete telegraph pole deflection stress
  • 相关文献

参考文献5

二级参考文献16

  • 1黄侨,郑一峰,李光俊.预弯组合梁非线性全过程分析方法[J].中国公路学报,2006,19(4):88-93. 被引量:13
  • 2胡少伟,聂建国.箱形钢-混凝土组合梁的复合弯扭试验研究[J].建筑结构,2006,36(8):54-59. 被引量:13
  • 3刘娟红,宋少民.颗粒分布对活性粉末混凝土性能及微观结构影响[J].武汉理工大学学报,2007,29(1):26-29. 被引量:22
  • 4过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2004.
  • 5中国建筑科学研究院.混凝土结构设计规范(GB50010-2002)[S].北京:中国建筑工业出版社,2002.
  • 6中华人民共和国建设部,国家质跫监督检验检疫总局.GB/T50081-2002普通混凝土力学性能实验方法[S].北京:中国建筑工业出版社,2003.
  • 7过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2010.
  • 8中华人民共和国住房和城乡建部.GB50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2011.
  • 9Samaan M, Sennah K, Kennedy J B. Distribution Fac- tors for Curved Contimuous Composite Box-grider Bridges[J]. ASCE Journal of Bridge Engineering,2005, 10(6) :678-692.
  • 10肖赞.活性粉末混凝土(RPC)-钢组合梁截面受弯全过程分析及优化设计[D].北京:北京交通大学,2010.

共引文献39

同被引文献3

引证文献1

二级引证文献2

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