期刊文献+

不同材料卧式储液容器应力与变形分析

Stress and Deformation Analysis of Horizontal Liquid Storage Vessels of Different Materials
下载PDF
导出
摘要 为分析不同材料储液容器结构受压后的力学特性,采用有限元法分析钛合金、不锈钢、滚塑钢衬塑3种材料下卧式储液容器在承受不同压力作用时应力与变形的变化规律。结果表明:当压力从2 MPa增加到8 MPa时,3种材料的最大变形差分别为2.3、3.05、0.75 mm,最大应力差为31.43、138.4、106.97 MPa,安全系数差值为0.86、0.87、0.01;压力值为2 MPa时,钛合金的安全系数最高为2.34;储液容器的变形量和应力随着压力的增加呈上升趋势,而安全系数随着压力的增加逐渐降低。 To investigate the mechanical performances of the liquid storage containers with different materials,the finite element method is applied and three materials include titanium alloy,stainless steel and rolled plastic steel are selected,and the stress and deformation of the horizontal liquid storage containers are analyzed with different pressures.The results show that when the pressure varies from 2 MPa to 8 MPa,the maximum deformation differences of the structure with three materials are 2.3,3.05,and 0.75 mm respectively,and the maximum stress differences are 31.43,138.4,and 106.97 MPa,and the safety factor differences are 0.86,0.87 and 0.01.When the pressure reaches to 2 MPa,the maximum safety factor of the structure made by the titanium alloy is 2.34.The deformation and stress of the liquid storage vessel increase with the increase of pressure,while the safety factor decreases with the increase of pressure.
作者 王永超 杨泽 孙彩华 WANG Yongchao;YANG Ze;SUN Caihua(Qinghai Nationalities University,College of Civil and Traffic Engineering,Xining 810000,China)
出处 《兰州工业学院学报》 2022年第5期11-14,共4页 Journal of Lanzhou Institute of Technology
基金 青海省自然科学基金(2018-ZJ-946Q) 青海民族大学理工自然科学项目(2017XJG05) 青海民族大学大创项目(DCXM-2021-24) 青海民族大学大创项目(DCXM-2022-68)。
关键词 卧式储液容器 变形量 应力 有限元分析 安全系数 horizontal liquid storage vessel deformation stress finite element analysis safety factor
  • 相关文献

参考文献2

二级参考文献14

  • 1汤晓昀,包光伟.柔性贮箱内液体晃动的分析模型[J].上海交通大学学报,2004,38(8):1412-1416. 被引量:9
  • 2李政,金先龙,申杰,陈向东,郭磊.车载柔性储液结构动态仿真方法[J].上海交通大学学报,2007,41(1):19-22. 被引量:2
  • 3Tsukasa N, Kyuichiro W. Nonlinear analysis of liquid motion in a container subjected to forced pitching oscillation [J]. International Journal for Numerical Methods in Engineering (S0029-5981), 1980, 15(8): 1207-1220.
  • 4Isaacon M, Ryu C S. Earthquake-induced sloshing in vertical container of arbitrary section [J]. Journal of Engineering Mechanics (S0733-9399), 1998, 124(2): 158-166.
  • 5Ray SE, Wren GP, Tezduyar TE. Parallel implementations of a finite element formulation for fluid -structure interactions in interior flows [J]. Parallel Computing (S0167-8191), 1997, 23(9): 1279-1292.
  • 6Vinay K, Tayfun E. A parallel 3D computational method for fluid-structure interactions in parachute systems [J]. Computer methods in Applied Mechanics and Engineering (S0045-7825), 2000, 190(3): 321-332.
  • 7Tedesco J W, LandisD W, Kostem C N. Seismic Analysis of Cylindrical L iquid Storage Tanks [J]. Computers & Structures, 1989, 32:1165-1174.
  • 8Young-Shin Lee, Chung-Hyun Ryub, Hyun-Soo Kimc,et al. A Study on the Free Drop Impact of a Cask Using Commercial FEA Codes [J]. Nuclear Engineering andDesign, 2005, 235:2219-2226.
  • 9Edesco J W, Kostem C N, Kalnins A. Free Vibration Analysis of Cylindrical Liquid Storage Tanks [J]. Computers & Structures, 1987, 26: 957-964.
  • 10ABAQUS Version 6.9 Documentation [Z]. Dass- aultSystmes Simulia Corp. , Providence, R I, USA, 2009.

共引文献6

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