Article(id=1223190876571161207, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223190866320278179, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20222032, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1664294400000, receivedDateStr=2022-09-28, revisedDate=1668355200000, revisedDateStr=2022-11-14, acceptedDate=null, acceptedDateStr=null, onlineDate=1769561030762, onlineDateStr=2026-01-28, pubDate=1695571200000, pubDateStr=2023-09-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769561030762, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769561030762, creator=13701087609, updateTime=1769561030762, updator=13701087609, issue=Issue{id=1223190866320278179, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='9', 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=1769561028318, creator=13701087609, updateTime=1769562015483, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223195006870082478, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223190866320278179, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223195006870082479, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223190866320278179, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=134, endPage=138, ext={EN=ArticleExt(id=1223190877418410677, articleId=1223190876571161207, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Influence of Salt Freezing Cycle on Mechanical Properties of Concrete and Its Life Prediction, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

In view of the problem of rapid durability deterioration and the service reliability reduction of concrete structure caused by saline ions erosion and freeze-thaw coupling in cold and drought irrigation area in northwest China, based on the rapid indoor freeze-thaw test, mechanical property change of clean water, 3%NaCl solution, 5%Na₂SO₄ solution was studied in the process of freeze-thaw. The freeze-thaw damage model was established to analyze the damage degree of relative dynamic elastic modulus of concrete block for three kinds of freeze-thaw mediums. The Weibull life prediction model was used to predict the life of test specimen. The results show that the mass loss, compressive strength and dynamic elastic modulus of the concrete mass damage sizes are 3%NaCl> 5%Na₂SO₄ > clean water; According to Weibull life prediction model, the fitting parameters b and C were obtained, and the correlation coefficient R₂ is above 0.9; The prediction results of model life are consistent with the mechanical performance test results at different operating conditions; The mass loss, compressive strength and dynamic elastic modulus life prediction of concrete under three freeze-thaw mediums are clear water> 5% Na₂SO₄>₃% NaCl. It can be seen that in the environment of freezing-melting and thawing erosion, $\text{SO}^{2-}_4$ erosion degree is greater than Cl^- erosion, and the clean water erosion degree is minimal. The research results can provide a theoretical basis for the mechanical performance characteristics research and later maintenance of concrete in cold and drought irrigation areas.

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针对西北寒旱灌区混凝土结构因遭受盐离子侵蚀与冻融耦合作用导致耐久性快速劣化及服役可靠性降低的问题，基于室内快速冻融试验，研究以清水、3%NaCl溶液、5%Na₂SO₄溶液为介质在冻融过程中的力学性能变化，同时建立冻融损伤模型分析了3种不同冻融介质下混凝土试块相对动弹性模量的损伤度，并采用威布尔寿命预测模型预测试块寿命。研究结果表明，3种不同冻融介质中的混凝土试块，其质量损失、抗压强度及动弹性模量的损伤度大小为3%NaCl>5%Na₂SO₄>清水；根据威布尔寿命预测模型得到拟合参数b、C的值且相关系数R²均在0.9以上，模型寿命预测结果与不同工况下混凝土试块力学性能试验结果相一致，3种冻融介质下混凝土质量损失、抗压强度及动弹性模量寿命预测表现为清水>5%Na₂SO₄>3%NaCl。可见，在冻融侵蚀环境下，$\text{SO}^{2-}_4$侵蚀比Cl^-侵蚀程度大，清水侵蚀程度最小，研究成果可为寒旱灌区混凝土力学性能特征研究及后期维护提供理论依据。

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徐存东（1972-），男，博士、教授，研究方向为水工结构优化设计和耐久性，E-mail：xcundong@126.com

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徐存东（1972-），男，博士、教授，研究方向为水工结构优化设计和耐久性，E-mail：xcundong@126.com

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