Article(id=1223204296615907811, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223204286050452333, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221434, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1657641600000, receivedDateStr=2022-07-13, revisedDate=1662825600000, revisedDateStr=2022-09-11, acceptedDate=null, acceptedDateStr=null, onlineDate=1769564230350, onlineDateStr=2026-01-28, pubDate=1684944000000, pubDateStr=2023-05-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769564230350, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769564230350, creator=13701087609, updateTime=1769564230350, updator=13701087609, issue=Issue{id=1223204286050452333, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='5', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769564227831, creator=13701087609, updateTime=1769567742010, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223219026013323264, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223204286050452333, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223219026013323265, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223204286050452333, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=126, endPage=129, ext={EN=ArticleExt(id=1223204298541093382, articleId=1223204296615907811, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Mesoscopic Damage Constitutive Model of Hydraulic Concrete Under Sulfate Corrosion, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

The mechanical properties of hydraulic concrete are an important influencing factor on the stability of hydraulic engineering facilities. A fine damage intrinsic structure model considering the effect of sulfate corrosion was established using a combination of mechanical experiments and theoretical analysis. The results show that the effect of sulfate corrosion increases the damage degree of concrete after damage. With the increase of corrosion time, the compressive strength and elastic modulus show an exponential decay law, and the damage strain tends to increase. From the experimental results, the shape parameter m and scale parameter ε₀ are calculated. Besides, the mesoscopic damage constitutive model considering the effect of sulfate corrosion is solved. The reasonableness of the theoretical model for predicting the stress-strain relationship was verified by experimental data. The constitutive model proposed in this study can provide scientific reference for the accurate prediction of mechanical behavior of hydraulic concrete.

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水工混凝土的力学性能是影响水利工程设施稳定性的重要影响因素。采用力学试验与理论分析相结合的方法建立考虑硫酸盐腐蚀效应的细观损伤本构模型。结果表明，硫酸盐腐蚀提高了混凝土破坏后的损伤程度；随着腐蚀时间增加，抗压强度和弹性模量呈指数型衰减规律，破坏应变呈增大趋势；由试验结果求解了形状参数m和尺度参数ε₀，进而求解了考虑硫酸盐腐蚀影响的细观损伤本构模型；通过实测试验数据验证了采用理论模型预测应力—应变关系的合理性。提出的本构模型可为水工混凝土力学行为的预测提供参考。

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张娜（1989-），女，硕士、讲师，研究方向为非概率可靠度、新型建筑材料，E-mail：2f6593@163.com

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张娜（1989-），女，硕士、讲师，研究方向为非概率可靠度、新型建筑材料，E-mail：2f6593@163.com

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