首页 | 本学科首页   官方微博 | 高级检索  
     

实体单元与梁单元数值分析的差异性剖析及应用
引用本文:石广斌.实体单元与梁单元数值分析的差异性剖析及应用[J].西北水电,2012(1):61-65.
作者姓名:石广斌
作者单位:中国水电顾问集团西北勘测设计研究院,西安,710065
摘    要:混凝土框架结构可用梁单元,也可用实体单元进行数值分析,但两种单元计算结果之间存在一定差异;文中用ANSYS中Solid单元和Beam单元对一个简单的框架进行应力或内力计算,指出两者之间计算差异的根源,并结合新颁布的DL/T 5057-2009《水工混凝土结构设计规范》论述怎样用Solid单元计算出的正应力和剪应力进行结构承载能力分析。

关 键 词:ANSYS  实体单元  杆件单元  结构力学法  差异性

Study and Application of Difference of Value Analysis of Solid Unit and Beam Unit
SHI Guang-bin.Study and Application of Difference of Value Analysis of Solid Unit and Beam Unit[J].Northwest Water Power,2012(1):61-65.
Authors:SHI Guang-bin
Affiliation:SHI Guang-bin ( HydroChina Xibei Engineering Corporation, Xi'an 710065, China)
Abstract:The concrete frame structure can be analyzed in values by applying beam unit or solid unit. But, difference between the calcu- lating results of two units must be available. In this paper, stress or internal force of a simple frame is calculated by applying solid unit and beam unit in ANSYS. Sources of difference between two calculating results are pointed out. In combination with the newly-issued Design Code for Hydraulic Concrete Structures, DL/T 5057-2009, how to analyze the structural bearing capacity by applying positive stress and shear stress derived from calculation through solid unit is described.
Keywords:ANSYS  solid unit  member unit  structural mechanics method  difference
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号