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玻璃纤维套筒拉结件保温墙板弯拉性能研究

Study on bending and tensile properties of thermal insulation wallboard with glass fiber sleeve tie-in
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摘要 为研究玻璃纤维套筒拉结件保温墙板弯拉性能,设计弯拉试验并利用ABAQUS有限元软件建立弯拉有限元模型.对比分析试验与模拟结果的破坏形态和荷载-位移曲线.结果表明,玻璃纤维套筒拉结件保温墙板荷载达到5.25 kN时出现损伤,16.30 kN时达到极限荷载,试验与模拟结果的破坏形态相近.荷载-位移曲线规律一致,破坏时试验与模拟结果的极限承载力相对误差为10.4%,位移值相对误差为4.4%,试验与模拟结果相吻合,可为轻质夹芯保温墙板热阻断拉结件的实际应用提供依据. In order to study the bending and tensile properties of glass fiber sleeve tie piece insulation wallboard,bending and tensile tests were designed and the bending and tensile finite element model was established using ABAQUS finite element software.The failure modes and load displacement curves of the test and simulation results are compared and analyzed.The results show that the thermal insulation wallboard of the glass fiber sleeve tie piece is damaged when the load reaches 5.25 kN,and reaches the ultimate load when the load reaches 16.30 kN.The failure patterns of the test and simulation results are similar.The law of load displacement curve is consistent,and the relative error between the test and simulation results is 10.4%,and the relative error of displacement value is 4.4%,The experimental results are in good agreement with the simulation results.which can provide a basis for the practical application of the thermal resistance breaking tie pieces of the lightweight sandwich insulation wallboard.
作者 唐雪梅 杨艳敏 范鑫阳 田勇 刘向东 王成银 TANG Xue-mei;YANG Yan-min;FANG Xin-yang;TIAN Yong;LIU Xiang-dong;WANG Cheng-ying(School of civil engineering,Jilin Jianzhu university,Changchun 130118,China;Jilin research and design instituteof building science,Changchun 130118,China)
出处 《吉林建筑大学学报》 CAS 2023年第1期9-13,共5页 Journal of Jilin Jianzhu University
基金 吉林省科技厅重点研发项目(20210203145SF)
关键词 玻璃纤维套筒拉结件 弯拉试验 有限元模拟 破坏形态 glass fiber sleeve tie bending tensile test finite element simulation failure mode
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  • 1张战廷,刘宇锋.ABAQUS中的混凝土塑性损伤模型[J].建筑结构,2011,41(S2):229-231. 被引量:94
  • 2吴建营,李杰.混凝土的连续损伤模型和弥散裂缝模型[J].同济大学学报(自然科学版),2004,32(11):1428-1432. 被引量:18
  • 3叶列平.混凝土结构[M].北京:清华大学出版社,2005
  • 4Hibbitt,Karlsson,Sorensen.ABAQUS/Standard User Subroutines Reference Manual[M].USA:The Pennsylvania State University,1998:1-200.
  • 5Model Code 90,CEB-FIP[S].Lausanne:Mai,1993.
  • 6Lubliner J,Oliver J,Oller S,Onate E.A plastic-damage model for concrete[J].International Journal of Solids and Structures,1989,25(3):299-326.
  • 7Lee J,Fenves G L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanics Division-ASCE,1998,124(8):892-900.
  • 8Kachanov L M.Rupture time under creep conditions[J].International Journal of Fracture,1999,97(1/2/3/4):11-18.
  • 9Belarbi A,Hsu T T C.Constitutive laws of softened concrete in biaxial tension-compression[J].ACI Structural Journal,1995,92(5):562-573.
  • 10Mohamad Mansour,Lee Jung-Yoon,Hsu Thomas T C.Cyclic stress-strain curves of concrete and steel bars in membrane elements[J].Journal of Structural Engineering,2001,127(12):1402-1411.

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