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钢筋套筒灌浆连接有限元计算弹簧-梁-块单元模型提出 被引量:2

Put Forward Spring-beam-block Element Model for the Finite Element Calculation of Grouting Sleeve Connection
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摘要 为提升灌浆套筒连接装配式结构有限元计算工艺的标准化程度,提出“弹簧-梁-块单元”模型等效套筒灌浆连接的传力作用。首先分析灌注砂浆内力状态,然后抽象出“弹簧-梁-块单元”模型模拟砂浆与套筒及钢筋连接,最后对一种钢制钢筋套筒灌浆连接试件进行建模计算,并与以往试验结果对比。结果表明,遵循一定的建模标准“弹簧-梁-块单元”模型能够高质量等效套筒灌浆连接传力。 In order to improve the finite element calculation technology standardization of fabricated structures that are connected by grouting sleeve,a spring-beam-block element model is proposed to study the force transfer effect of sleeve grouting connection.Firstly,the internal force state of mortar is studied and analyzed.Then,the spring-beam-block element model is abstracted to simulate the connection between sleeve and reinforcement.Finally,the model is applied to calculate a steel reinforcement sleeve grouting connection specimen,and compared with the test results of previous scholars.The results show that following certain modeling standards,the spring-beam-block element model can equivalent the force transfer of sleeve grouting connection.
作者 聂红鑫 于莹 李令令 周文君 NIE Hongxin;YU Ying;LI Lingling;ZHOU Wenjun(Civil Engineering College,Jilin University of Architecture and Technology,Changchun 130114,China;Yanbian Taide Jindou Happy Park Estate Development Co.,Ltd.,Changchun 130022,China)
出处 《科技和产业》 2022年第3期297-303,共7页 Science Technology and Industry
基金 吉林省高等教育学会2020年度吉林省高教科研一般课题(JGJX2020D508)。
关键词 灌浆套筒 有限元 弹簧-梁-块单元 装配式结构 砂浆 grouting sleeve connection finite element spring-beam-block fabricated structures mortar
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