Article(id=1324026878541038565, tenantId=1146029695717560320, journalId=1255847867265597444, issueId=1324026845640925520, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1262707200000, receivedDateStr=2010-01-06, revisedDate=1280332800000, revisedDateStr=2010-07-29, acceptedDate=null, acceptedDateStr=null, onlineDate=1793602207074, onlineDateStr=2026-11-02, pubDate=1297699200000, pubDateStr=2011-02-15, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793602207074, onlineIssueDateStr=2026-11-02, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793602207074, creator=13701087609, updateTime=1793602207074, updator=13701087609, issue=Issue{id=1324026845640925520, tenantId=1146029695717560320, journalId=1255847867265597444, year='2011', volume='25', issue='1', pageStart='1', pageEnd='96', issueExtLink='null', onlineDate='null', pubDate='1297699200000', pubDateStr='2011-02-15', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793602199230, creator='13701087609', updateTime=1793602773079, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1324029252970086623, tenantId=1146029695717560320, journalId=1255847867265597444, issueId=1324026845640925520, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1324029252970086624, tenantId=1146029695717560320, journalId=1255847867265597444, issueId=1324026845640925520, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=15, endPage=22, ext={EN=ArticleExt(id=1324026881909064679, articleId=1324026878541038565, tenantId=1146029695717560320, journalId=1255847867265597444, language=EN, title=The Failure Strength Parameters of HJC and RHT Concrete Constitutive Models, columnId=null, journalTitle=Chinese Journal of High Pressure Physics, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The analyzed and calculated results indicate that the concrete failure strength will decrease under higher hydrostatic pressure, when the original failure parameters of HJC and RHT models implemented in LS-DYNA and AUTODYN are adopted. A new method is introduced which using the characteristic strength of concrete to confirm the modified failure parameters of HJC and RHT models. The same physical experiment of concrete penetration was simulated using the modified HJC and RHT failure parameters respectively, and the numerical results demonstrated that the RHT model matched the experiments much better. But the numerical results with the HJC modified failure parameters were not enough satisfied, because the third invariant of the deviated stress tensor was not considered in the HJC model.

, authors=Ruo-Qi ZHANG, Yu-Qing DING, Wen-Hui TANG, Xian-Wen RAN, authorsList=Ruo-Qi ZHANG, Yu-Qing DING, Wen-Hui TANG, Xian-Wen RAN, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1324026882131362792, articleId=1324026878541038565, tenantId=1146029695717560320, journalId=1255847867265597444, language=CN, title=混凝土HJC、RHT本构模型的失效强度参数, columnId=0, journalTitle=高压物理学报, columnName=, runingTitle=null, highlight=null, articleAbstract=

通过对LS-DYNA、AUTODYN数值软件中混凝土HJC、RHT本构模型失效强度参数的分析计算,发现原始失效强度参数在较高静水压下将导致混凝土失效强度降低。提出了利用混凝土的特征强度确定HJC、RHT失效强度参数的方法,并通过计算得出了校验后的失效强度参数值。最后,使用校验前后的失效强度参数进行了混凝土侵彻实验的数值模拟。计算结果表明:使用校验后参数的数值模拟结果与实验结果更为吻合。由于HJC本构模型中没有引入偏应力张量第三不变量,所以结果不够满意。

, authors=张若棋, 丁育青, 汤文辉, 冉宪文, authorsList=张若棋, 丁育青, 汤文辉, 冉宪文, authorCompany=null, correspAuthors=null, authorNote=

张若棋(1935—),男,教授,博士生导师,主要从事冲击波物理研究. E-mail:

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张若棋(1935—),男,教授,博士生导师,主要从事冲击波物理研究. E-mail:

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混凝土HJC、RHT本构模型的失效强度参数
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张若棋 , 丁育青 , 汤文辉 , 冉宪文
高压物理学报 | 2011,25(1): 15-22
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高压物理学报 | 2011 , 25 (1) : 15 -22
混凝土HJC、RHT本构模型的失效强度参数
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张若棋 , 丁育青, 汤文辉, 冉宪文
作者信息
  • 国防科技大学理学院,湖南 长沙 410073
作者简介:

张若棋(1935—),男,教授,博士生导师,主要从事冲击波物理研究. E-mail:

The Failure Strength Parameters of HJC and RHT Concrete Constitutive Models
Ruo-Qi ZHANG , Yu-Qing DING, Wen-Hui TANG, Xian-Wen RAN
Affiliations
  • College of Science, National University of Defense Technology, Changsha 410073, China
出版时间: 2011-02-15
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通过对LS-DYNA、AUTODYN数值软件中混凝土HJC、RHT本构模型失效强度参数的分析计算,发现原始失效强度参数在较高静水压下将导致混凝土失效强度降低。提出了利用混凝土的特征强度确定HJC、RHT失效强度参数的方法,并通过计算得出了校验后的失效强度参数值。最后,使用校验前后的失效强度参数进行了混凝土侵彻实验的数值模拟。计算结果表明:使用校验后参数的数值模拟结果与实验结果更为吻合。由于HJC本构模型中没有引入偏应力张量第三不变量,所以结果不够满意。

混凝土  /  HJC、RHT本构模型  /  失效强度参数

The analyzed and calculated results indicate that the concrete failure strength will decrease under higher hydrostatic pressure, when the original failure parameters of HJC and RHT models implemented in LS-DYNA and AUTODYN are adopted. A new method is introduced which using the characteristic strength of concrete to confirm the modified failure parameters of HJC and RHT models. The same physical experiment of concrete penetration was simulated using the modified HJC and RHT failure parameters respectively, and the numerical results demonstrated that the RHT model matched the experiments much better. But the numerical results with the HJC modified failure parameters were not enough satisfied, because the third invariant of the deviated stress tensor was not considered in the HJC model.

concrete  /  HJC/RHT constitutive model  /  failure strength parameter
张若棋, 丁育青, 汤文辉, 冉宪文. 混凝土HJC、RHT本构模型的失效强度参数. 高压物理学报, 2011 , 25 (1) : 15 -22 .
Ruo-Qi ZHANG, Yu-Qing DING, Wen-Hui TANG, Xian-Wen RAN. The Failure Strength Parameters of HJC and RHT Concrete Constitutive Models[J]. Chinese Journal of High Pressure Physics, 2011 , 25 (1) : 15 -22 .
  • 国家“973”重大基础研究项目(61392010201)
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2011年第25卷第1期
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  • 接收时间:2010-01-06
  • 首发时间:2026-11-02
  • 出版时间:2011-02-15
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  • 收稿日期:2010-01-06
  • 修回日期:2010-07-29
基金
国家“973”重大基础研究项目(61392010201)
作者信息
    国防科技大学理学院,湖南 长沙 410073
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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