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含孔纤维增强层合板抗拉强度和失效行为研究

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为了探讨不同圆孔直径下玄武岩纤维/环氧树脂(basalt fiber/epoxy resin,BF/EP)增强镁合金层合板的抗拉强度和失效行为.制备相关试件,用数字图像相关技术(digital image correlation,DIC)对其进行准静态拉伸试验,用Abaqus对层合板进行建模,Vumat子程序集成出渐进损伤模型.通过数值模拟和试验分析层合板损伤失效,用扫描电镜(SEM)观察层合板断口特征和微观失效模式.结果表明:抗拉强度与圆孔直径呈反比,最小孔径(2 mm)与最大孔径(10 mm)层合板抗拉强度分别为255.16、135.24 MPa,与数值模拟误差小于9%,具有参考意义.DIC监测及有限元模拟下,试件在渐进损伤演化直至失效过程中,裂纹由孔周应力集中最大区域向自由边缘延伸,垂直于加载方向,层合板初始损伤由镁合金层承担,最终失效行为由BF/EP层占主导作用.
Study of tensile properties and failure behavior of fiber reinforced laminates with holes
In order to investigate the tensile strength and failure behaviour of basalt fiber/epoxy resin(BF/EP)reinforced magnesium alloy laminates with different circular hole diameters.Relevant specimens were prepared and subjected to quasi-static tensile tests using digital image correlation(DIC),and the laminates were modelled using Abaqus,with a progressive damage model integrated by the Vumat subroutine.The damage failure of the plywood was analysed by numerical simulation and test,and the fracture characteristics and microscopic failure modes of the plywood were observed by scanning electron microscopy(SEM).The results show that the tensile strength is inversely proportional to the diameter of the hole,and the tensile strengths of the laminates with the smallest hole diameter(2 mm)and the largest hole diameter(10 mm)are 255.16 MPa and 135.24 MPa,respectively,which are of reference significance as the error with the numerical simulation is less than 9% .Under the DIC monitoring and the finite element simulation,during the gradual damage evolution of the test specimen and up to the failure,the cracks are extended from the region of the largest stress concentration around the hole to the free edge,perpendicular to the loaded hole,and then to the free edge of the hole.The initial damage of the laminate is borne by the magnesium alloy layer,and the final failure behaviour is dominated by the BF/EP layer.

BF/EP magnesium alloy laminated boardnumerical simulationpore sizetensile strengthdamage failure

俞红全、盛冬发、虎积元、李子恒、陈泰聪

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西南林业大学土木工程学院,云南 昆明 650224

云南省森林灾害预警与控制实验室,云南 昆明 650224

BF/EP增强镁合金层合板 数值仿真模拟 孔径 抗拉强度 损伤失效

2025

兵器材料科学与工程
中国兵工学会 中国兵器工业集团第52研究所

兵器材料科学与工程

北大核心
影响因子:0.334
ISSN:1004-244X
年,卷(期):2025.48(1)