[1]郑茂盛,胡 军,滕海鹏,等.管道弯曲塑性屈曲应变的评价[J].焊管,2015,38(10 ):19-27.[doi:1001-3938(2015)10-0019-09]
 ZHENG Maosheng,HU Jun,TENG Haipeng,et al.Assessment on Pipeline Plastic Bending Buckling Strain[J].,2015,38(10 ):19-27.[doi:1001-3938(2015)10-0019-09]
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管道弯曲塑性屈曲应变的评价
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《焊管》[ISSN:1001-3938/CN:61-1160/TE]

卷:
38
期数:
2015年第10期
页码:
19-27
栏目:
试验与研究
出版日期:
2015-10-28

文章信息/Info

Title:
Assessment on Pipeline Plastic Bending Buckling Strain
文章编号:
1001-3938(2015)10-0019-09
作者:
郑茂盛胡 军滕海鹏赵 渊
西北大学化工学院 载能技术及应用研究所, 西安 710069
Author(s):
ZHENG Maosheng HU Jun TENG Haipeng ZHAO Yuan
Institute for Energy Transmission Technology and Application, School of Chemical Engineering,
Northwest University, Xi’an 710069, China
关键词:
弯管屈曲临界状态横截面椭圆化塑性变形评价
Keywords:
bending pipe buckling critical state cross-section ovalisation plastic deformation assessment
分类号:
TE832
DOI:
1001-3938(2015)10-0019-09
文献标志码:
A
摘要:
概述了目前的几种管道弯曲屈曲临界应变预测评估方法,重点介绍了弯管横截面椭圆化的理论解决方案,并分析了它们各自的适用性。为了确定目前最合理有效的预测评估方法,对几种管道弯曲屈曲临界应变公式的预测结果与试验数据以及有限元计算结果进行了对比分析。分析结果表明,针对管道弯曲屈曲临界应变的预测,在大多数情况下,屈曲塑性变形引起的截面椭圆模型给出的预测结果比其他屈曲应变预测方法的结果更切实际。
Abstract:
In this article, it introduced current several assessment methods for assessing pipeline plastic bending buckling strain, emphasized the theory solution of bending pipe cross-section ovalization, and analyzed the applicability. In order to determine the most reasonable and effective prediction assessment method, the comparison among prediction of pipe bending critical buckling strain formula, test data and finite element calculation results was conducted. The analysis results indicated that the section elliptical model prediction result caused by buckling deformation is more reasonable than that of other buckling strain prediction in most cases.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2015-07-07
作者简介:郑茂盛(1962—),西北大学教授、博士生导师,长期从事能源材料和技术的研究与开发工作。
更新日期/Last Update: