Article(id=1156949465203564836, tenantId=1146029695717560320, journalId=1146123166801305609, issueId=1156949362480861758, articleNumber=null, orderNo=null, doi=10.12404/j.issn.1671-1815.2401349, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=research-article, receivedDate=1709136000000, receivedDateStr=2024-02-29, revisedDate=1731945600000, revisedDateStr=2024-11-19, acceptedDate=null, acceptedDateStr=null, onlineDate=1753767847586, onlineDateStr=2025-07-29, pubDate=1738944000000, pubDateStr=2025-02-08, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1753767847586, onlineIssueDateStr=2025-07-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1753767847586, creator=13701087609, updateTime=1753767847586, updator=13701087609, issue=Issue{id=1156949362480861758, tenantId=1146029695717560320, journalId=1146123166801305609, year='2025', volume='25', issue='4', pageStart='1312', pageEnd='1751', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1753767823094, creator=13701087609, updateTime=1755171161273, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1162835389472424814, tenantId=1146029695717560320, journalId=1146123166801305609, issueId=1156949362480861758, language=EN, specialIssueTitle=, coverIllustrator=, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1162835389472424815, tenantId=1146029695717560320, journalId=1146123166801305609, issueId=1156949362480861758, language=CN, specialIssueTitle=, coverIllustrator=, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=1595, endPage=1601, ext={EN=ArticleExt(id=1156949465883042105, articleId=1156949465203564836, tenantId=1146029695717560320, journalId=1146123166801305609, language=EN, title=Tensile Performance of a Socket Grouted Sleeve Suitable for Horizontal Joints in Double Skin Composite Shear Walls, columnId=1156262729917780302, journalTitle=Science Technology and Engineering, columnName=Papers·Architectural Science, runingTitle=null, highlight=null, articleAbstract=

When utilizing double skin composite shear walls as the primary components for resisting lateral forces in buildings, it is crucial to ensure proper horizontal connection of the walls. Currently, traditional bolt connections and welding are the main methods used for horizontal connection of these walls. However, these methods present significant challenges during construction and do not fully exploit the structural advantages of the wall. Based on the structural characteristics of this type of wall, a new type of horizontal joint connection node was designed for the upper and lower layers of the wall. This new design featured a socket-type square semi-grouted sleeve connection. The influence of steel bar diameter, sleeve length, grouting material strength, and sleeve form on the tensile performance of this new connection node was explored using finite element simulation. The results indicate that this new node effectively connects the horizontal joints of double skin composite shear walls with several advantages including convenient construction and reliable performance. Furthermore, it is observed that failure mainly occurs on connecting steel bars which achieves an “equivalent cast-in-place” goal for prefabricated double skin composite shear walls.

, correspAuthors=Zhen-bao LI, 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, authorCompany=null, fund=null, authors=null, authorsList=Jun-qiang LÜ, Zhen-bao LI, Bei-bei YANG, Zhen-yun TANG), CN=ArticleExt(id=1156949564856033849, articleId=1156949465203564836, tenantId=1146029695717560320, journalId=1146123166801305609, language=CN, title=建筑科学适于双钢板组合剪力墙水平连接的承插式方形半灌浆套筒抗拉性能, columnId=1156262730517565784, journalTitle=科学技术与工程, columnName=论文·建筑科学, runingTitle=null, highlight=null, articleAbstract=使用双钢板组合剪力墙作为建筑主要抗侧力构件时,墙体水平连接至关重要,而目前用于该墙体的主要水平连接方式还是传统的螺栓连接和焊接,这在施工上具有较大的不便性,且未能充分发挥该墙体的结构优势。根据这种墙体的结构特点,设计一种新型的上下层墙体水平缝连接节点,承插式方形半灌浆套筒连接,利用有限元模拟探究钢筋直径、套筒长度、灌浆料强度和套筒形式对该新型连接节点抗拉性能的影响。结果表明:该节点能较好地连接双钢板组合剪力墙的水平拼缝,具有施工便捷、性能可靠的优点,且节点破坏主要发生在连接钢筋上,能够使装配式双钢板组合剪力墙实现“等同现浇”的目标。, correspAuthors=李振宝, authorNote=null, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=navwNfR3sP+J3+2aUsUouw==, magXml=X4yaRCthefWefkMYSrefRQ==, pdfUrl=null, pdf=fSsdVu6XEEV2s4G9+T9EIA==, pdfFileSize=12125308, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=s+WOPJISNG/VYuJuy5hXNQ==, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=q10kwoXpUlulX9zQEZi2BQ==, mapNumber=null, authorCompany=null, fund=null, authors=, authorsList=吕俊强, 李振宝, 杨贝贝, 唐贞云)}, authors=[Author(id=1225944422295192035, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=junqiang@emails.bjut.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1225944422479741433, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, authorId=1225944422295192035, language=EN, stringName=Jun-qiang LÜ, firstName=Jun-qiang, middleName=null, lastName=LÜ, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1225944422660096521, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, authorId=1225944422295192035, language=CN, stringName=吕俊强, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=北京工业大学城市与工程安全减灾教育部重点实验室, 北京 100124, bio={"content":"

吕俊强(1998—),男,汉族,河南周口人,硕士研究生。研究方向:防灾减灾工程及防护工程。E-mail:junqiang@emails.bjut.edu.cn。

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吕俊强(1998—),男,汉族,河南周口人,硕士研究生。研究方向:防灾减灾工程及防护工程。E-mail:junqiang@emails.bjut.edu.cn。

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σ_t、σ_cu分别为峰值拉、压应力;σ_c0为初始屈服应力;${\epsilon }_{c}^{in}$为非弹性应变;${\epsilon }_{oc}^{el}$、${\epsilon }_{ot}^{el}$受拉和受压弹性应变;${\epsilon }_{c}^{pl}$、${\epsilon }_{t}^{pl}$分别为受压和受拉塑性应变;${\epsilon }_{t}^{ck}$为受拉开裂应变;d_t、d_c分别为受拉和受压损伤系数;E₀为初始弹性模量

, figureFileSmall=cXeSIomdjlwofb512hxSwQ==, figureFileBig=SXyTewWggvCzN6ONxhVacg==, tableContent=null), ArticleFig(id=1225944430096597996, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.4, caption=Constitutive relationship curve of steels, figureFileSmall=oU0dxJkriI4iRGmRWW0W4w==, figureFileBig=nupjYxIai7ZAHdpfuU4GpQ==, tableContent=null), ArticleFig(id=1225944430352450560, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图4, caption=钢材本构关系曲线

σ_u、σ₂分别为钢筋、套筒的极限应力;σ₀、σ₁分别为钢筋、套筒的屈服应力;ε₀、ε₁分别为钢筋、套筒的弹性应变;ε_u、ε₂分别为钢筋、套筒的极限应变

, figureFileSmall=oU0dxJkriI4iRGmRWW0W4w==, figureFileBig=nupjYxIai7ZAHdpfuU4GpQ==, tableContent=null), ArticleFig(id=1225944430658633751, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.5, caption=Test specimen and finite element model diagram, figureFileSmall=P/lQ8e2FrugHVsb9ACaI6g==, figureFileBig=9ILGyjjygUj8bDGX+E+2FQ==, tableContent=null), ArticleFig(id=1225944430788657183, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图5, caption=试验试件及有限元模型图, figureFileSmall=P/lQ8e2FrugHVsb9ACaI6g==, figureFileBig=9ILGyjjygUj8bDGX+E+2FQ==, tableContent=null), ArticleFig(id=1225944430872543274, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.6, caption=Comparison of Load Displacement Curve, figureFileSmall=pApIGRHPpkW/4eyOd0ok/w==, figureFileBig=hCgO0npQ9QtBLOypKGw8Nw==, tableContent=null), ArticleFig(id=1225944430973206581, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图6, caption=荷载-位移曲线对比, figureFileSmall=pApIGRHPpkW/4eyOd0ok/w==, figureFileBig=hCgO0npQ9QtBLOypKGw8Nw==, tableContent=null), ArticleFig(id=1225944431128395838, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.7, caption=Load displacement curve of nodes with different diameters of connecting steel bars, figureFileSmall=0e2+aHNJNPoXI2QB/VzSHQ==, figureFileBig=TDVb2KqMQFfVTKZck2lcow==, tableContent=null), ArticleFig(id=1225944431245836354, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图7, caption=连接钢筋直径不同时节点荷载-位移曲线, figureFileSmall=0e2+aHNJNPoXI2QB/VzSHQ==, figureFileBig=TDVb2KqMQFfVTKZck2lcow==, tableContent=null), ArticleFig(id=1225944431329722447, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.8, caption=Mises cloud map of connecting steel bars, figureFileSmall=ElOk04f3h0lY4DNjQJp9Mg==, figureFileBig=W/Q4u8XQ+icWDHM9e44yjA==, tableContent=null), ArticleFig(id=1225944431497494622, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图8, caption=连接钢筋Mises云图, figureFileSmall=ElOk04f3h0lY4DNjQJp9Mg==, figureFileBig=W/Q4u8XQ+icWDHM9e44yjA==, tableContent=null), ArticleFig(id=1225944431656878189, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.9, caption=Load displacement curve of nodes with different sleeve lengths, figureFileSmall=KlkkdRsmXkeydt1oNyX2GA==, figureFileBig=voMHmlUM5ZmSVnyUx1PKSA==, tableContent=null), ArticleFig(id=1225944431929507975, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图9, caption=套筒长度不同时节点荷载-位移曲线, figureFileSmall=KlkkdRsmXkeydt1oNyX2GA==, figureFileBig=voMHmlUM5ZmSVnyUx1PKSA==, tableContent=null), ArticleFig(id=1225944432101474452, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.10, caption=Load displacement curve of nodes with different strength of grouting materials, figureFileSmall=Hy3c5YYpCSiqm5HAsv6huw==, figureFileBig=FbLSD8JUpUtMGk8DxQTaOg==, tableContent=null), ArticleFig(id=1225944432260858020, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图10, caption=灌浆料强度不同时节点荷载-位移曲线, figureFileSmall=Hy3c5YYpCSiqm5HAsv6huw==, figureFileBig=FbLSD8JUpUtMGk8DxQTaOg==, tableContent=null), ArticleFig(id=1225944432478961845, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.11, caption=Load displacement curve of nodes with different sleeve shapes, figureFileSmall=kLARro1ecPX2GCsEnNFSnA==, figureFileBig=HbRG6vXvDNeDsn1qkQsVzA==, tableContent=null), ArticleFig(id=1225944433804361919, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图11, caption=套筒形状不同时节点荷载-位移曲线, figureFileSmall=kLARro1ecPX2GCsEnNFSnA==, figureFileBig=HbRG6vXvDNeDsn1qkQsVzA==, tableContent=null), ArticleFig(id=1225944433963745477, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.12, caption=Mises stress cloud map of the sleeve, figureFileSmall=ZOKkyqgdPYA1XfDZDqmRwA==, figureFileBig=0iLeB1i9As6NgLrnHU96pQ==, tableContent=null), ArticleFig(id=1225944434215403735, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图12, caption=套筒的Mises应力云图, figureFileSmall=ZOKkyqgdPYA1XfDZDqmRwA==, figureFileBig=0iLeB1i9As6NgLrnHU96pQ==, tableContent=null), ArticleFig(id=1225944434332844255, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.13, caption=Distribution of inflection points in the yield stage curve, figureFileSmall=5ZmnyX818iOmbTtcKVQ7tg==, figureFileBig=hXIaDtsaI9fKUckE1lmDwg==, tableContent=null), ArticleFig(id=1225944434563530986, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图13, caption=屈服阶段曲线拐点分布图, figureFileSmall=5ZmnyX818iOmbTtcKVQ7tg==, figureFileBig=hXIaDtsaI9fKUckE1lmDwg==, tableContent=null), ArticleFig(id=1225944434689360114, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Fig.14, caption=Mises stress cloud map of connecting steel bars at various turning points, figureFileSmall=mY9lTkat47846GGgjmSptw==, figureFileBig=bt/XjGCe+MI/uEzHgEY4vw==, tableContent=null), ArticleFig(id=1225944434823577850, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=CN, label=图14, caption=各拐点连接钢筋Mises应力云图, figureFileSmall=mY9lTkat47846GGgjmSptw==, figureFileBig=bt/XjGCe+MI/uEzHgEY4vw==, tableContent=null), ArticleFig(id=1225944434945212674, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1156949465203564836, language=EN, label=Table 1, caption=

Basic information of specimens

, figureFileSmall=null, figureFileBig=null, tableContent=

试件编号	钢筋直径 /mm	套筒长度 /mm	灌浆料强度 /MPa	套筒形状
JD-D1	12	160	80	方形
JD-D2	14	160	80	方形
JD-D3	16	160	80	方形
JD-T1	14	160	80	方形
JD-T2	14	200	80	方形
JD-T3	14	240	80	方形
JD-C1	14	200	60	方形
JD-C2	14	200	80	方形
JD-C3	14	200	100	方形
JD-X1	14	160	60	方形
JD-X2	14	160	60	梯形

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试件基本信息

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试件编号	钢筋直径 /mm	套筒长度 /mm	灌浆料强度 /MPa	套筒形状
JD-D1	12	160	80	方形
JD-D2	14	160	80	方形
JD-D3	16	160	80	方形
JD-T1	14	160	80	方形
JD-T2	14	200	80	方形
JD-T3	14	240	80	方形
JD-C1	14	200	60	方形
JD-C2	14	200	80	方形
JD-C3	14	200	100	方形
JD-X1	14	160	60	方形
JD-X2	14	160	60	梯形

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