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Crush Analysis of Structural Foams Inside a Hollow Steel Tube Under Low-Velocity Uni-axial Compressive Loading

机译:低速单轴压缩载荷作用下空心钢管内部结构泡沫的破碎分析

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The impact response of structural foams inserted in a hollow circular steel tube has beeninvestigated. Three different density structural foams (designated A, B and C for proprietary reasons)have been studied for their energy absorption characteristics under low-velocity uni-axialcompressive loading. Out of the three, foam-C had the lowest density; the density of foam-B wasapproximately twice the density of foam-C, while the density of foam-A was about three times thedensity of foam-C. The cylindrical foam samples were impacted at different velocities in a DYNATUPModel 8250 instrumented impact test machine. The load-time data obtained from the impact machinewas filtered using LS DYNA-POST and the filtered stress-strain data of the different density foamswas used to define their material properties for input to finite element modeling. Non-linear finiteelement analysis of the foams, hollow steel tubes of different thickness, and foam-filler (i.e. foaminside steel tube) was performed under displacement controlled quasi-static compressive monotonicloading. A hyper-foam constitutive model was used and large deformation gradients were accountedfor in the variable load stepping incremental algorithm using PATRAN as pre-processor andABAQUS Standard commercial software. Finally, each of the three foams was modeled as fillerinside a 0.8 mm thick hollow steel tube, and crush loads of the three foam fillers compared. The areaunder the load-deflection curve was calculated to obtain the energy absorbed. Results indicate thatthe highest density foam-A was most effective as filler inside the hollow steel tube, with theintermediate density foam-B performing equally well under uni-axial compressive loading. Thelowest density foam-C was found to be ineffective as filler in this application due to the largedifferences in stiffness between this foam and steel tube.
机译:插入空心圆形钢管中的结构泡沫的冲击响应为 调查。三种不同密度的结构泡沫(出于专有原因指定为A,B和C) 对低速单轴下的能量吸收特性进行了研究 压缩载荷。在这三种泡沫中,泡沫C的密度最低;泡沫B的密度为 密度约为泡沫C的两倍,而泡沫A的密度约为泡沫C的三倍。 泡沫-C的密度。在DYNATUP中以不同的速度冲击圆柱形泡沫样品 8250型仪器化冲击试验机。从冲击机获得的负载时间数据 使用LS DYNA-POST过滤,并过滤不同密度泡沫的应力应变数据 用于定义其材料属性,以输入到有限元建模中。非线性有限 泡沫,不同厚度的空心钢管和泡沫填充物(即泡沫)的元素分析 内钢管)是在位移控制的准静态压缩单调下进行的 加载中。使用了超泡沫本构模型并考虑了较大的变形梯度 在使用PATRAN作为预处理器的可变负载步进增量算法中 ABAQUS标准商业软件。最后,将三种泡沫中的每一种都建模为填充物 在0.8毫米厚的空心钢管内,并比较了三种泡沫填料的压碎载荷。面积 计算出载荷-挠度曲线下的能量,以获得吸收的能量。结果表明 最高密度的泡沫A是最有效的空心钢管内部填充材料, 中密度泡沫B在单轴压缩载荷下表现同样出色。这 已发现最低密度的泡沫-C由于体积大,在该应用中不能用作填充剂 泡沫和钢管之间的刚度差异。

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