Article(id=1222925299197666164, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222925278838513745, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221413, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1658678400000, receivedDateStr=2022-07-25, revisedDate=1661875200000, revisedDateStr=2022-08-31, acceptedDate=null, acceptedDateStr=null, onlineDate=1769497712182, onlineDateStr=2026-01-27, pubDate=1677254400000, pubDateStr=2023-02-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769497712182, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769497712182, creator=13701087609, updateTime=1769497712182, updator=13701087609, issue=Issue{id=1222925278838513745, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='2', 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=1769497707328, creator=13701087609, updateTime=1769497707328, updator=13701087609, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=173, endPage=176, ext={EN=ArticleExt(id=1222925299508044671, articleId=1222925299197666164, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Study on Uniaxial Tensile Mechanical Properties of Autoclaved Aerated Concrete Blocks, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

In order to study the uniaxial tensile behavior of autoclaved aerated concrete blocks (AACB) in static state, the uniaxial tensile test of AACB with different densities was carried out. The tensile failure characteristics and failure mechanism of AACB were analyzed. The change rules of its tensile strength and elastic modulus under different densities were discussed, as well as the relevant formulas of the relationship between uniaxial tensile strength and porosity, compressive strength and splitting tensile strength. The experimental results show that the tensile yield strength and elastic modulus of AACB increase with the increase of density, but the tensile yield strain decreases gradually. The macroscopic failure of AACB under uniaxial tension is mainly controlled by the tensile damage mechanism of the material. It shows obvious brittle failure characteristics. Based on the ideal prediction model of porous materials and the regression analysis of test results, the semi-empirical formula and correction coefficient of AACB uniaxial tensile strength and porosity under the test conditions were fitted. The conversion relationship between AACB tensile strength and its compressive strength and splitting tensile strength was proposed.

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为了研究蒸压加气混凝土砌块（AACB）在静力状态下单轴拉伸的力学行为，通过对不同密度的AACB进行单轴拉伸试验，分析了AACB抗拉破坏特征、破坏机理，并探讨了其抗拉强度、弹性模量在不同密度下的变化规律及单轴拉伸强度与孔隙率、抗压和劈裂拉伸强度关系的相关公式。试验结果表明，随着AACB的密度增大，其拉伸屈服强度、弹性模量逐渐提高并呈幂函数增加，然而拉伸屈服应变却逐渐减小；AACB材料在单轴拉力作用下的宏观破坏主要由材料受拉损伤机制控制，并表现出明显的脆性破坏特征。基于多孔材料理想预测模型及试验结果回归分析，拟合得到试验条件下AACB单轴拉伸强度与孔隙率半经验公式及修正系数，并提出AACB抗拉强度与其抗压强度、劈裂拉伸强度的换算关系。

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^1b.Xinjiang Condensed Matter Phase Transition and Microstructure Laboratory, Yili Normal University, Yining 835000, China
^2.School of Civil Engineering, Central South University, Changsha 410075, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1222925300581786537, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1222925299197666164, authorId=1222925300401431460, language=CN, stringName=刘磊, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1a, 1b, 2}, address=^1.a.伊犁师范大学物理科学与技术学院，新疆 伊宁 835000
^1.b.伊犁师范大学新疆凝聚态相变与微结构实验室，新疆 伊宁 835000
^2.中南大学土木工程学院，湖南 长沙 4100753, bio={"content":"

刘磊（1989-），男，博士、讲师，研究方向为新型建筑材料、装配式建筑结构、混凝土耐久性，E-mail：llmysy@163.com

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刘磊（1989-），男，博士、讲师，研究方向为新型建筑材料、装配式建筑结构、混凝土耐久性，E-mail：llmysy@163.com

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